Development Department Consolidation and Remodeling

Page 1

DOCUMENT PACKAGE

DEVELOPMENT DEPARTMENT CONSOLIDATION AND REMODELING

MAYO PROJECT

#7R120570

ISSUED:

09/26/13

PACKAGE:

CONSTRUCTION DOCUMENTS

SIEBENS BUILDING - 9TH FLOOR ROCHESTER, MN

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

Consultants

Certification

DRAWING ABBREVIATIONS

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.

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

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

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

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

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

JANITOR JANITOR CLOSET JOINT JOINT FILLER JOIST JUNCTION BOX BOX

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

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

K.P. KIT. K.O.

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

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

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

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.

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

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

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

QUAL. QUAN. Q.T.

QUALITY QUANTITY QUARRY TILE

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.

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

NATURAL NEGATIVE NORMAL NORTH NOT IN CONTRACT NOT TO SCALE NUMBER

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

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.

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

YARD

OWNER REPRESENTATIVE

MECH/ELEC ENGINEERS

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

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

PROJECT MANAGER:

DON DECRAMER PHONE: 507/284-9186 EMAIL: DECRAMER.DONALD@MAYO.EDU

CONSTRUCTION MANAGER:

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

MECHANICAL CONTACT:

ELECTRICAL CONTACT:

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

LUKE JOHNSON PHONE: 507/281-1632 EMAIL: LUKEJ@MEPASSOCIATES.COM KERRY HAYDEN PHONE: 507/281-1632 EMAIL: KERRYH@MEPASSOCIATES.COM SHEET NO. NAME G000 COVER SHEET G109 NINTH FLOOR FIRE & LIFE SAFETY PLAN G201 SPECIFICATIONS

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

INTERIOR DESIGNER:

MICHAEL KRAKLAU PHONE: 612/360-1522 EMAIL: MICHAEL.KRAKLAU@RSPARCH.COM SHANNON CRENSHAW PHONE: 612/677-7285 EMAIL: SHANNON.CRENSHAW@RSPARCH.COM

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

GENERAL NOTES 1. ALL CONTRACTORS AND SUBCONTRACTORS TO COMPLY WITH MAYO CAMPUS STANDARD SPECIFICATIONS AND STANDARD PROCEDURES. 2. 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. 3. CONTRACTORS TO PROVIDE TEMPORARY PARTITIONS AND DUST CONTROL AT ALL LOCATIONS WHERE WORK OCCURS IN CORRIDORS AND/OR CANNOT BE CONTAINED WITHIN ROOMS. 4. 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. 5. FLAME SPREAD CLASSIFICATION OF INSTALLED FINISH MATERIALS SHALL CONFORM TO 2007 MINNESOTA BUILDING CODE (2006 INTERNATIONAL BUILDING CODE) CHAPTER 8.

NINTH FLOOR DEMOLITION PLAN

A109A A109B A209A A209B A210 A301 A302 A801 A802 A803 A901 A902 A910 A921 A922 A923 A924 A925 A926 A930 A931

NINTH FLOOR FLOOR PLAN - AREA A NINTH FLOOR FLOOR PLAN - AREA B NINTH FLOOR REFLECTED CEILING PLAN - AREA A NINTH FLOOR REFLECTED CEILING PLAN - AREA B NINTH FLOOR - REFLECTED CEILING LAYOUT PLAN - HIVE AREA DOOR SCHEDULE, DETAILS, AND PARTITION TYPE INDICATOR INTERIOR GLAZING DETAILS, DOOR DETAILS, AND PARTITION TYPES ENLARGED PRINTER WRAP PLANS AND REFLECTED CEILING PLANS PRINTER WRAP SECTIONS AND DETAILS ENLARGED CURVED GLASS WALL PLANS, SECTION AND DETAILS INTERIOR ELEVATIONS INTERIOR ELEVATIONS TOILET ELEVATIONS AND MOUNTING HEIGHTS CEILING DETAILS CEILING DETAILS CEILING DETAILS INTERIOR COLUMN DETAILS AND MISC. INTERIOR DETAILS PLAN DETAILS PLAN DETAILS CASEWORK AND MILLWORK SECTIONS AND DETAILS MILLWORK SECTIONS AND DETAILS

1 1 1 1

I109A I109B I309A I309B I801 I802

NINTH FLOOR FINISH PLAN - AREA A NINTH FLOOR FINISH PLAN - AREA B NINTH FLOOR FURNITURE PLAN - AREA A NINTH FLOOR FURNITURE PLAN - AREA B ENLARGED FINISH PLANS ENLARGED FLOOR FINISH PLANS

1 1 1 1 1 1

P001

1

P108 P109A P109B

PLUMBING & FIRE PROTECTION SYMBOLS, ABBREVIATIONS & GENERAL NOTES PARTIAL NINTH LEVEL DEMOLITION PLUMBING & FIRE PROTECTION PLAN - AREA A PARTIAL NINTH LEVEL DEMOLITION PLUMBING & FIRE PROTECTION PLAN - AREA B PARTIAL NINTH LEVEL PLUMBING & FIRE PROTECTION DEMOLITION PLAN - AREA A PARTIAL NINTH LEVEL PLUMBING & FIRE PROTECTION DEMOLITION PLAN - AREA B EIGHTH LEVEL PLUMBING PLAN PARTIAL NINTH LEVEL PLUMBING & FIRE PROTECTION PLAN - AREA A PARTIAL NINTH LEVEL PLUMBING & FIRE PROTECTION PLAN - AREA B

M001 MD109A MD109B M109A M109B M209A M209B

MECHANICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES PARTIAL NINTH LEVEL DEMOLITION MECHANICAL PLAN - AREA A PARTIAL NINTH LEVEL DEMOLITION MECHANICAL PLAN - AREA B PARTIAL NINTH LEVEL MECHANICAL PLAN - AREA A PARTIAL NINTH LEVEL MECHANICAL PLAN - AREA B PARTIAL NINTH LEVEL MECHANICAL PIPING PLAN - AREA A PARTIAL NINTH LEVEL MECHANICAL PIPING PLAN - AREA B

1 1 1

E001 ED109A ED109B ED209A ED209B ED309A ED309B E109A E109B E209A E209B E309A E309B E601 E701 E702

ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES PARTIAL NINTH LEVEL DEMOLITION LIGHTING PLAN - AREA A PARTIAL NINTH LEVEL DEMOLITION LIGHTING PLAN - AREA B PARTIAL NINTH LEVEL DEMOLITION POWER PLAN - AREA A PARTIAL NINTH LEVEL DEMOLITION POWER PLAN - AREA B PARTIAL NINTH LEVEL DEMOLITION SIGNAL PLAN - AREA A PARTIAL NINTH LEVEL DEMOLITION SIGNAL PLAN - AREA B PARTIAL NINTH LEVEL LIGHTING PLAN - AREA A PARTIAL NINTH LEVEL LIGHTING PLAN - AREA B PARTIAL NINTH LEVEL POWER PLAN - AREA A PARTIAL NINTH LEVEL POWER PLAN - AREA B PARTIAL NINTH LEVEL SIGNAL PLAN - AREA A PARTIAL NINTH LEVEL SIGNAL PLAN - AREA B ELECTRICAL PANEL SCHEDULES ELECTRICAL DETAILS ELECTRICAL LIGHT FIXTURE SCHEDULE AND DETAILS

1 1 1 1 1 1 1

PD109A

6. ALL WOOD BLOCKING AND CONCEALED LUMBER TO BE FIRE RETARDANT TREATED. 7. 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.

PD109B PD209A

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

DRAWING SYMBOLS

1 1 1

Signature

DAVID NORBACK

Registration Number Date

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

Signature

DAVID NORBACK

1

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

11902 09.26.13

Registration Number

UNDERWRITERS LABORATORY UNDERCUT UNFINISHED UNLESS NOTED OTHERWISE URINAL UTILITY

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

1

D109

PD209B U.L. U.C. UNFIN. U.N.O. UR. UTIL.

ISSUES CONSTRUCTION DOCUMENTS 09/26/13

ABV. A.F.F. ACC.

SHEET INDEX

DEMOLITION PACKAGE 08/20/13

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

PROJECT TEAM

I hereby certify that I have reviewed the Mayo Clinic Standard General Specifications prepared by 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.

Date

11902 09.26.13

Project For

DEVELOPMENT DEPARTMENT CONSOLIDATION AND REMODELING SIEBENS BUILDING NINTH LEVEL

1

1 1

AREA B 1

MATCH LINE

1 1 1 1

AREA A

1

KEY PLAN: 1 1 1 1 1

Project No.

6287.047.02

Drawn By

BP, SMC

Checked By

MLK

Date

1 1 1 1 1 1 1 1 1

09/26/13

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

Revisions No.

Date 8/20/13 9/26/13

Description DEMOLITION PACKAGE CONSTRUCTION ISSUE

KEY PLAN 1

0

1

0

ROOM NAME REVISION REFERENCE

0

ELEVATION TAG SINGLE VIEW

101

A101 1i

COLUMN OR GRID LINE - EXISTING

2

ELEVATION TAG MULTIPLE VIEW

1 A101

DETAIL TAG

SIM MATCH LINE

MATCH LINE

12

SEE X/XXX

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

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

DRAWING TITLE

1 A101

ELEVATION / LEVEL TAG NORTH ARROW

SPOT ELEVATION

NORTH NORTH

\\minfs02.rsparch.internal\RSPUsers$\jandring\Documents\DeptofDev_2012_jandring.rvt 9/26/2013 6:15:05 PM

1 A101

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

SIM WALL SECTION TAG

XX

KEYNOTE

23 1t

WINDOW TAG

MATCH

234

EQUIPMENT TAG

101

DOOR TAG

PNT1 VB1 CPT1

SIM

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

FINISH TAG ALL SURFACES

LINE

AREA A

BUILDING SECTION TAG

VB1 CPT1

1 A101 SIM

ROOM TAG

(ROOM AREA)

AREA B

PARTITION TAG

1

(ROOM NUMBER)

150 SF

1

COLUMN OR GRID LINE - NEW

0

A101

(ROOM NAME)

ENLARGED PLAN OR DETAIL REFERENCE

CPT-01

CPT-02

COVER SHEET

FINISH TAG WITH EXTENT OF FINISH

FINISH TRANSITION

NORTH

G000


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

1

2

3

4

5

6

7

8

9

10

11

ACTION REQUIRED

12

X

K CONFERENCE ROOM 9-05

J LIBRARY 9-06

CONFERENCE ROOM 9-04

CONFERENCE ROOM 9-03

CONFERENCE ROOM 9-02

SD CORRIDOR 9-01

SEE NOTE # 1

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

5

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

LS.01.02.01 EP 6

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

LS.01.02.01 EP 10,11,13,14

6 SD

H

7

ACCESSIBLE TOILET 9-07

X

FEC

G

ELEMENT OF PERFORMANCE

ITEM

-

ELEV. LOBBY 9-00

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.

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

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

SURVEILLANCE OF BUILDINGS, GROUNDS, AND EQUIPMENT, GIVING SPECIAL ATTENTION TO CONSTRUCTION AREAS AND STORAGE.

Consultants

FHC SD

VOICE/DATA ROOM 9-08

F

SD

CONFERENCE ROOM 9-11

BUILDING CODE, OCCUPANCY AND EGRESS INFORMATION SIEBENS BUILDING - NINTH LEVEL

SD

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

OFFICE 9-49

OFFICE 9-09

E

FHC

OFFICE 9-10

OCCUPANCY

CONFERENCE ROOM 9-48

FEC

TYPE OF CONSTRUCTION

HEIGHT INFORMATION ALLOWED ACTUAL

BUSINESS GROUP ASSEMBLY (A-3) I-A, FULLY SPRINKLERED

STORIES

OFFICE 9-47

COMPARTMENT ZONE

D SD

SI-09-1

SD

SD

COMPARTMENT OCCUPANCY (TABLE 1004.1.1)

BUSINESS AREA

NINTH LEVEL TOTALS

COMPARTMENT AREA (SQ.FT.) 13,302

16

UNLIMITED

SPRINKLER INCREASE TOTAL UNLIMITED

NOTES:

SD

SD

Certification

SQ.FTG.PER OCCUPANT (TABLE 1004.1.1)

13,302

100

BASIC AREA (9TH LEVEL) UNLIMITED INCREASE FOR FRONTAGE INCREASE FOR SPRINKLERS UNLIMITED SUB-TOTAL INCREASE FOR MULTI-STORY UNLIMITED TOTAL

VERTICAL

134 x 0.3 = 40.2

134

40.2

HORIZONTAL

134 x 0.2 = 26.8

ACTUAL

13,302 SF 13,302 SF 197,352 SF

INCHES PROVIDED

EXIT INCHES REQUIRED

OCCUPANT LOAD 134

16

AREA CALCULATIONS ALLOWED

VERTICAL

26.8

HORIZONTAL

66 66

TOTAL EXIT INCHES PROVIDED

NOTES: 1. PROVIDE ELEVATOR DOOR SMOKE CONTAINMENT SYSTEM - SMOKE DETECTOR ACTIVATED ELEVATOR DOOR SMOKE CONTAINMENT SCREEN AND CONTROL SYSTEM DESIGNED TO PROVIDE A TIGHT FITTING SMIOKE AND DRAFT CONTROL ASSEMBLY - SEE DETAIL 7/A924, 8/A924, AND 9/A924 - REFER TO SPECIFICATION SECTION 08384

OPEN OFFICE / COLLAB. 9-17

C UTILITY 9-40

SD

WORK AREA 9-38

OPEN OFFICE 9-41

CONFERENCE ROOM 9-16

WORK AREA 9-18

CONFERENCE ROOM 9-36

LIVING ROOM 9-26

B

Registration Number

136

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 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

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

FEC

SD OPEN OFFICE 9-33

OFFICE 9-23

CONFERENCE ROOM 9-30

09.26.13

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

Signature

FE FEC

FIRE EXTINGUISHER

FHC

FIRE HOSE CONNECTION

F SD

DAVID NORBACK

Registration Number Date

11902 09.26.13

Project For

DEVELOPMENT DEPARTMENT CONSOLIDATION AND REMODELING SIEBENS BUILDING NINTH LEVEL

SYMBOLS SD

11902

Date

1 HOUR RATED FIRE CEILING ASSEMBLY

SD

DAVID NORBACK

70

C

OPEN COLLABORATION 9-32 OPEN OFFICE 9-27

Signature

RATINGS

SD

CONFERENCE ROOM 9-42

70

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.

FIRE EXTINGUISHER CABINET

FIRE ALARM PULL SMOKE DETECTORS

AREA B MATCH LINE

EXIT SIGN

A

35"

EXIT WIDTH IN INCHES

124'

TRAVEL DISTANCE TO NEAREST EXIT

AREA A

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

KEY PLAN:

1

NINTH FLOOR - FIRE AND LIFE SAFETY PLAN 1/8" = 1'-0"

Project No.

NORTH

6287.047.02

Drawn By

SMC

Checked By

MLK

Date

09/26/13

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

Revisions No.

Date 9/26/13

Description CONSTRUCTION ISSUE

NINTH FLOOR FIRE & LIFE SAFETY PLAN

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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

DAVID NORBACK

Registration Number Date

11902 09.26.13

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

Signature

DAVID NORBACK

Registration Number Date

11902 09.26.13

Project For

DEVELOPMENT DEPARTMENT CONSOLIDATION AND REMODELING SIEBENS BUILDING NINTH LEVEL

Project No.

6287.047.02

Drawn By

BCS, SMC

Checked By

MLK

Date

09/26/13

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. Š Copyright RSP Architects 2013. All rights reserved.

Revisions No.

Date 9/26/13

Description CONSTRUCTION ISSUE

SPECIFICATIONS

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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.

1

2

3

4

5

6

7

8

9

10

11

3. COMPLETELY REMOVE ALL EXISTING GYPSUM BOARD CEILINGS, SOFFITS, AND ACOUSTICAL TILE CEILING SYSTEMS. COORDINATE WITH MECHANICAL AND ELECTRICAL.

12

4. REMOVE EXISTING GYPSUM BOARD COLUMN ENCLOSURE (FURRING) AND SOLID SURFACE FILLER PANEL AT ALL EXISTING COLUMNS INDICATED ON PLAN.

COATS 9-00-24

CONF 9-00-2

23

OFFICE 9-00-3

23

OFFICE 9-00-4

5. REMOVE ALL EXISTING WALL AND FLOOR FINISHES (EXCEPT HATCHED AREA AND RESTROOMS) AND PREPARE FOR NEW FINISHES.

K "OUT"

"OUT"

"OUT"

"OUT"

"OUT"

1

"OUT"

22

"OUT" "OUT" "OUT"

"OUT"

"OUT"

"OUT"

"OUT" "OUT" "OUT"

22

"OUT"

T 54S H 18C

K

"OUT"

H

"OUT" "OUT"

"OUT"

1

K TC 1458S 203.ID E R -H A

"OUT"

"OUT"

"OUT"

RECEPTION 9-00-1

14

13

14

17

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

WOMEN T2-9

"OUT"

"OUT"

ELEV. 1

MEN T1-9

ELEV. 3

CLERICAL 9-06-2 1

"OUT" "OUT"

CLERICAL 9-50-02 "OUT"

15 ELEV. 2

ELEV. 4

JANITOR 9-01-1

"OUT"

ELEV. 5

LOBBY 9-45

"OUT"

"OUT"

"OUT" "OUT"

"OUT"

"OUT"

"OUT"

D

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

CLERICAL 9-50-05 CLERICAL 9-50-06

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

CLERICAL 9-50-03 CLERICAL 9-50-04

19

"OUT"

ELEC E1-9

CLERICAL CLERICAL 9-06-3 9-06-4

10

"OUT"

OFFICE 9-08

"OUT"

"OUT" "OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

CLERICAL 9-50-07 "OUT" CLERICAL 9-50-08

"OUT"

"OUT"

"OUT"

"OUT"

CORRIDOR 9-06-1 "OUT"

"OUT" "OUT"

"OUT"

"OUT"

1 "OUT"

1

20

OFFICE 9-09

"OUT"

"OUT"

"OUT"

C

"OUT"

OFFICE 9-44

"OUT"

"OUT"

1

"OUT"

CLERICAL 9-10-2

1

CORRIDOR 9-62

CONF 9-63

"OUT"

"OUT"

1

"OUT"

1 "OUT" "OUT"

"OUT"

1

"OUT"

1 "OUT"

"OUT"

"OUT"

"OUT"

1

1

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

8

1

CORRIDOR 9-01

"OUT"

"OUT" "OUT" "OUT" "OUT" "OUT"

"OUT"

"OUT"

"OUT"

OFFICE 9-18

2

8 "OUT"

"OUT" "OUT" "OUT" "OUT" "OUT"

"OUT" "OUT"

1

"OUT"

OFFICE 9-13

OFFICE 9-14-1

OFFICE 9-15

CORRIDOR 9-10-3

CONFERENCE 20 9-64

CORRIDOR 9-35

6

COPIER 9-33

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

1

1

"OUT"

OFFICE 9-14

"OUT"

"OUT"

"OUT"

"OUT"

1

"OUT" "OUT"

STORAGE 9-17

3

OFFICE 9-19

"OUT"

"OUT"

1

OFFICE 9-35A

OFFICE 9-35C

"OUT"

"OUT"

1

OFFICE 9-35D

"OUT"

"OUT""OUT"

"OUT"

OFFICE 9-35B

"OUT"

1

"OUT"

"OUT"

1

"OUT" "OUT"

"OUT"

"OUT"

"OUT" "OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT" "OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

1

"OUT"

"OUT" "OUT"

1

1

"OUT"

"OUT" "OUT"

"OUT"

"OUT"

OFFICE 9-22A

1

"OUT"

OFFICE 9-23A

"OUT"

EXISTING DOOR AND FRAME TO REMAIN

"OUT"

1

"OUT" "OUT" "OUT"

OFFICE 9-40

EXISTING PARTITION, CASEWORK, SHELVING, EQUIPMENT TO BE REMOVED

"OUT"

"OUT" "OUT"

EXISTING DOOR AND FRAME TO BE REMOVED - RETURN TO OWNERS STOCK.

1

"OUT" "OUT"

OFFICE 9-39

ROOM NAME

"OUT"

"OUT"

DEVELOPMENT DEPARTMENT CONSOLIDATION AND REMODELING

ROOM TAG

SIEBENS BUILDING NINTH LEVEL

"OUT" "OUT"

"OUT"

1

"OUT"

CORRIDOR 9-14-6

18

1

DEMOLITION PLAN LEGEND:

"OUT"

"OUT"

1

NO WORK THIS AREA

"OUT" "OUT"

"OUT""OUT"

"OUT"

1

OFFICE 9-37

OFFICE 9-38

18

08.20.13

EXISTING PARTITION TO REMAIN

OFFICE 9-29

"OUT"

1

OFFICE 9-41

"OUT"

"OUT"

Date

11902

"OUT"

"OUT" "OUT"

DAVID NORBCK

"OUT"

1

OFFICE 9-24A

Signature

Project For

"OUT"

CORRIDOR 9-50

"OUT" "OUT"

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.

"OUT"

CLERICAL 9-50-13 1 CLERICAL 9-50-14

"OUT"

1

19. ALL EXISTING EQUIPMENT, PRINTERS, COPIERS, AND SCANNERS TO BE REMOVED BY OWNER.

"OUT"

"OUT"

08.20.13

"OUT"

1

1

"OUT"

"OUT"

"OUT" "OUT"

"OUT"

OFFICE 9-42

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

Date

11902

"OUT"

CLERICAL 9-50-11 CLERICAL 9-50-12

"OUT" "OUT"

CLERICAL 9-14-3 "OUT"

"OUT"

"OUT"

OFFICE 9-36A

"OUT" "OUT"

"OUT"

CLERICAL 9-14-3

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

1

"OUT"

OFFICE 9-36

1

"OUT"

"OUT"

"OUT" "OUT"

"OUT"

Registration Number

"OUT"

"OUT"

"OUT"

"OUT" "OUT"

"OUT" "OUT"

"OUT"

"OUT"

2

"OUT"

"OUT"

"OUT"

"OUT"

1

"OUT"

"OUT"

"OUT"

B

"OUT"

"OUT"

"OUT"

"OUT"

DAVID NORBACK

18. ALL EXISTING ART WORK TO BE REMOVED BY OWNER.

"OUT"

"OUT"

"OUT" "OUT"

Signature

Registration Number

"OUT" "OUT"

"OUT" "OUT"

"OUT"

1

"OUT" "OUT"

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.

17. ALL EXISTING ROOM SIGNAGE TO BE REMOVED BY OWNER.

"OUT"

"OUT"

"OUT"

16. COMPLETELY REMOVE ALL VINYL WALL COVERING AND BASE FROM EXTERIOR WALLS AND ELEVATOR LOBBY. "OUT"

"OUT" "OUT"

14. COMPLETELY REMOVE ALL WINDOW TREATMENTS (MINI BLINDS)

"OUT"

CLERICAL 9-50-09 CLERICAL 9-50-10

1

"OUT"

5

OFFICE 9-43

Certification

15. REMOVE ALL FIRE EXTINGUISHERS - RETURN TO OWNER'S STOCK

"OUT"

7

Consultants

"OUT"

"OUT" "OUT"

13. REMOVE ALL DOOR HARDWARE - RETURN TO OWNER'S STOCK

1

"OUT"

"OUT"

1

"OUT" "OUT"

"OUT" "OUT"

12. REMOVE ALL WOOD DOORS - RETURN TO OWNER'S STOCK

"OUT"

"OUT"

"OUT"

OFFICE 9-16

"OUT"

OFFICE 9-52

"OUT"

1

"OUT" "OUT"

"OUT"

"OUT"

"OUT"

OFFICE"OUT" 9-62A

"OUT"

WORK 9-12

"OUT"

"OUT"

"OUT"

"OUT" "OUT" "OUT"

OFFICE 9-62B

"OUT"

"OUT"

"OUT" "OUT"

"OUT"

"OUT" "OUT"

"OUT" "OUT"

"OUT"

"OUT" "OUT"

"OUT"

"OUT" "OUT"

"OUT" "OUT" "OUT"

"OUT"

"OUT" "OUT" "OUT"

"OUT"

"OUT"

"OUT" "OUT"

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"

"OUT"

OFFICE 9-51

1

"OUT"

1

"OUT"

11. THE INTENT OF THIS DEMOLITION IS TO PROVIDE A CLEAN AND CLEAR AREA FOR NEW CONSTRUCTION AND FINISHES AS INDICATED ON THESE ARCHITECTURAL DRAWINGS.

"OUT"

"OUT"

1

4

MAIL 9-62C

"OUT"

CLERICAL 9-10-1

OFFICE 9-61

5 "OUT"

"OUT"

"OUT" "OUT"

CORRIDOR 9-01-2

1

1

"OUT"

"OUT"

"OUT"

COAT ROOM 9-01-1A

"OUT"

"OUT"

OFFICE 9-11

VOICE/DATA 9-60

"OUT"

OFFICE 9-62D

"OUT"

"OUT"

OFFICE 9-10 "OUT"

"OUT"

"OUT" "OUT"

"OUT"

"OUT" "OUT"

"OUT" "OUT"

"OUT" "OUT"

"OUT"

OFFICE 9-46

"OUT"

"OUT"

STAIR S1-9

"OUT"

10. ALL DIMENSIONS TO EXISTING ELEMENTS ARE FOR REFERENCE ONLY AND SHOULD BE FIELD VERIFIED. "OUT"

1 "OUT"

"OUT"

"OUT" "OUT"

"OUT"

"OUT"

9. 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"

1

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

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

"OUT"

"OUT"

19

11

1 "OUT"

E

"OUT" "OUT"

20

"OUT"

OFFICE 9-47

"OUT"

SYSTEMS E2-9

"OUT"

"OUT"

"OUT""OUT"

1

"OUT"

"OUT"

"OUT" "OUT"

"OUT"

"OUT"

19

12

"OUT"

CLERICAL 9-06

"OUT"

"OUT"

CLERICAL 9-50-01

"OUT"

"OUT"

"OUT"

"OUT"

15

"OUT"

"OUT"

"OUT"

"OUT"

OFFICE 9-07

7. 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.

"OUT"

"OUT"

14

"OUT"

"OUT"

19

"OUT"

"OUT"

"OUT" "OUT"

STAIR S2-9

19

1

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

CLERICAL CLERICAL 9-06-5 9-06-6

"OUT"

F

"OUT"

"OUT"

OFFICE 9-49

21

OFFICE 9-05

"OUT"

1

"OUT" "OUT"

"OUT"

G

OFFICE 9-48

"OUT"

"OUT"

"OUT"

17 "OUT"

IR D -E03.2AC KS

"OUT"

"OUT"

"OUT"

"OUT"

T1C 854SH

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

OFFICE 9-03

"OUT"

"OUT"

1

"OUT"

"OUT" "OUT"

"OUT" "OUT"

6. 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. REFER TO MAYO FIRE PROTECTION SYSTEMS OUT OF SERVICE POLICY.

"OUT" "OUT"

"OUT"

IR E D C 302.A

T1S 45823C H 0. S ID E R -A C

"OUT"

J

"OUT"

OFFICE 9-04

"OUT"

"OUT"

"OUT"

"OUT" K S

"OUT"

1

KEYNOTE

"OUT" "OUT"

"OUT"

"OUT" "OUT"

"OUT"

"OUT" "OUT"

"OUT" "OUT"

"OUT"

"OUT"

"OUT" "OUT"

"OUT" "OUT" "OUT"

OFFICE 9-20

"OUT"

A

"OUT" "OUT"

"OUT"

"OUT"

"OUT" "OUT"

"OUT"

"OUT"

1

"OUT"

"OUT"

"OUT"

"OUT" "OUT"

"OUT" "OUT"

"OUT" "OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT" "OUT"

"OUT" "OUT"

"OUT"

"OUT"

"OUT""OUT"

"OUT"

"OUT" "OUT" "OUT"

"OUT"

KEYNOTES - DEMOLITION PLAN

"OUT"

1

1

OFFICE 9-20A

1

OFFICE 9-21

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

"OUT"

"OUT"

"OUT"

"OUT"

1

"OUT"

"OUT" "OUT"

"OUT"

"OUT" "OUT"

"OUT" "OUT""OUT"

"OUT"

"OUT"

"OUT" "OUT"

"OUT"

"OUT" "OUT"

"OUT"

"OUT"

"OUT" "OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

"OUT"

1

1

"OUT"

"OUT" "OUT"

"OUT" "OUT"

"OUT"

"OUT"

OFFICE 9-22

OFFICE 9-23

OFFICE 9-24

OFFICE 9-25

OFFICE 9-26

OFFICE 9-27

2 3 4 5

OFFICE 9-28

6 7 8 9 10

NINTH LEVEL DEMOLITION PLAN 1/8" = 1'-0"

NORTH

11 12 13 14 15 16 17 18 19 20 21 22 23

REMOVE EXISTING WALL CABINETS OR ADJUSTABLE SHELVING, STANDARDS, AND BRACKETS - RETURN TO OWNER'S STOCK REMOVE EXISTING BASE CABINETS AND COUNTERTOP - RETURN TO OWNER'S STOCK REMOVE EXISTING HIGH DENSITY STORAGE UNIT - RETURN TO OWNER'S STOCK REMOVE REMOVE EXISTING TELEPHONE PANEL - COORDINATE WITH ELECTRICAL REMOVE EXISTING ELECT WHITE BOARD - COORDINATE WITH ELECTRICAL / RETURN TO OWNER'S STOCK REMOVE EXISTING WHITE BOARD - RETURN TO OWNER'S STOCK REMOVE EXISTING 70" DISPLAY - RETURN TO OWNER'S STOCK REMOVE EXISTING SPEAKER SYTEM - RETURN TO OWNER'S STOCK NOT USED. REMOVE EXISTING MECHANICAL CHASE - VERIFY LOCATION OF EXISTING PLUMBING LINES - SEE MECHANICAL DRAWINGS REMOVE EXISTING MOP SINK - COORDINATE WITH MECHANICAL REMOVE EXISTING TOILET ROOM GYPSUM BOARD CEILING. REMOVE EXISTING RECEPTION DESK - RETURN TO OWNER'S STOCK REMOVE STONE BASE - RETURN TO OWNER'S STOCK EXISTING ELEVATOR DOORS AND STONE AT JAMBS AND HEAD TO REMAIN - PROTECT FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION NOT USED. REMOVE GLASS PARTITION, DOOR SYSTEM, AND STEEL ANGLE FRAMING - RETURN TO OWNER'S STOCK REMOVE EXISTING WALL MOUNTED PLASTIC BROCHURE HOLDER UNITS AND SALVAGE FOR REUSE. EXISTING WOOD DOORS TO REMAIN - PROTECT FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION REMOVE EXISTING FIRE EXTINGUISHER CABINETS. REMOVE EXISTING E.W.C. - SEE MECHANICAL DRAWINGS EXISTING FLOOR GRILLES TO REMAIN - PROTECT FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION DASHED LINE INDICATES EXISTING HAND RAILS TO BE REMOVED AND SALVAGED FOR REINSTALLATION.

Project No.

6287.047.02

Drawn By

BP

Checked By

MLK

Date

08/20/13

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 8/20/13

Description DEMOLITION PACKAGE

NINTH FLOOR DEMOLITION PLAN

D109 C:\Revit Projects\DeptofDev_2012_bschwarz.rvt 8/20/2013 4:18:48 PM

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FLOOR PLAN GENERAL NOTES:

KEYNOTES - FLOOR PLAN

1. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACE TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SPACE SURFACES SHALL BE ALIGNED AND SANDED SMOOTH.

1 2

9. 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.

3 4 5

10. PATCH, REPAIR OR REPLACE AS REQUIRED ALL FIREPROOFING MISSING OR DAMAGED DUE TO DEMOLITION OR CONSTRUCTION, TYPICAL THRU-OUT.

2. REFER TO REFLECTED CEILING PLANS - SHEETS A209A AND A209B - FOR CEILING AND SOFFIT HEIGHT. 3. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE BLOCKING FOR ALL MILLWORK NOT SUPPORTED ON FLOOR SLAB. ALL CONCEALED LUMBER AND BLOCKING TO BE FIRE TREATED.

11. NOTIFY ARCHITECT IN WRITING OF AN DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY THE ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION.

6 7 8 9 10 11 12 13 14 15 16 17

4. SCRAPE CONCRETE SLAB CLEAN, REMOVE ALL GLUE, AND FLASH PATCH AS REQUIRED FOR NEW FINISHES. TYPICAL THRU-OUT. 12. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON FLOOR PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. FLOOR PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS.

5. ALL PLAN DIMENSIONS LOCATING INTERIOR WALLS ARE TO: a: FACE OF EXISTING WALL SYSTEM UNLESS NOTED OTHERWISE. b: FACE OF GYPSUM BOARD UNLESS NOTED OTHERWISE. c: CENTERLINE OF BUILDING GRID. 6. ALL CLEAR DIMENSIONS ARE TO BE EXACT WITHIN 1/8"; ALONG FULL HEIGHT AND FULL WIDTH OF WALLS. CONTRACTOR SHALL NOT ADJUST ANY DIMENSIONS MARKED "CLEAR" OR "CLR" WITHOUT WRITTEN INSTRUCTION FROM THE ARCHITECT AND/OR OWNER. 7. ALL ELEVATION MEASUREMENTS ARE IN REFERENCE TO THE FINISHED FLOOR.

FLOOR PLAN LEGEND:

8. SEE LIFE SAFETY PLANS, SHEETS "G109" FOR ALL RATED PARTITION LOCATIONS.

ROOM NAME

EXISTING PARTITION TO REMAIN

1

EXISTING DOOR AND FRAME TO REMAIN

1i

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

1

3

8' - 0"

9' - 0"

D

15 A926

AL-1

17

16' - 0"

AL-1

PROVIDE LEVEL 5 GYPSUM BOARD FINISH FOR SPECIALTY PAINT APPLICATION. EXISTING SOLID SURFACE WINDOW SILL TO REMAIN. EXISTING ALUMINUM CURTAIN WALL SYSTEM. BUILT-IN BANQUETTE SEATING AND PLASTIC LAMINATE FACED TABLES WITH RECESSED CABLE NOOKS - SEE DETAIL 8/931 BUILT-IN BANQUETTE SEATING - SEE DETAIL X/AX STEELCASE ROOM WIZARD SCHEDULING UNIT - MOUNT AT 48" A.F.F. TO C.L. SEMI-RECESSED FIRE EXTINGUISHER CABINET - MOUNT AT 5'-0" A.F.F. TO TOP EXISTING ALUMINUM CURTAIN WALL - PAINT ALL HORIZONTAL AND VERTICAL MULLIONS TO MATCH EXISTING CLEAR ANODIZED CURTAIN WALL FINISH OVERLAY ONE LAYER OF 5/8" GYPSUM BOARD TO FACE OF EXISTING WALL - EXTEND FROM FLOOR TO 6" ABOVE SOFFIT PLASTIC LAMINATE FACED PRINTER CABINET. RECYCLING AND TRASH BIN STORAGE ALCOVE.

28 29 30 31 32 33 34

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

Consultants

Certification

5

6

34' - 0"

7

17' - 0"

8

17' - 0"

9

14' - 6"

10

14' - 6"

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.

11 1' - 0"

AL-1

1' - 0"

11 A926

4

9 A925

24 25 26 27

MATCH LINE - REFER TO 1 /9-11 A109B

E

F

9-10

Signature

2

29

2

29

20

1' - 0"

32

EQ

4' - 6 1/4"

11

18

26

EQ

18

Date

23' - 2"

26

6 A931

3' -0 "

Registration Number

25

18

Date

5' - 4 5/8"

09.26.13

2' - 11"

3' - 2"

2' - 1 1/2"

2' - 7 1/2"

CONFERENCE ROOM

B

3 3

26

E

WORK AREA

21

9-18

4' - 0"

4 TYP. A924

B

A902

9

7 1/4"

17 AL-10

7 A925

6 A925

8 A925

13' - 4 1/4"

5' - 6"

7' - 11 1/2"

5' - 7"

2' - 0"

Project No.

19

18

5' - 7 7/64"

3 48"

19

BP, SMC, BCS MLK

Date

9-32

09/26/13

A902

- 0" 12'

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 A801

SIM.

6287.047.02

Checked By

OPEN 17 COLLABORATION

7' - 4 5/8" A901

2

1

KEY PLAN:

Drawn By

E

B

A902

4

29

B

A902

AREA A

9-36

18

8

3

3

30

28

B

B

AREA B MATCH LINE

CONFERENCE ROOM

2

2' - 4"

2' - 10"

4 19

6' - 8"

18

1" 2' -

B

25

3

2' - 3"

3

B

3

19

B

26

3

9-26

B36-PL

SIEBENS BUILDING NINTH LEVEL

2

18

LIVING ROOM 7

A902

2

B

E

14 A930

18

9-41

3' - 5 1/8"

1 A930

A902

6

E

2

11

2

16

B

°

2

6

9-38

A25-PL

45.0 0

6

B

3' - 0"

18

A25-PL

4' - 3"

A902

1 A930 SIM.

E

22

OPEN OFFICE WORK AREA

6

20

27

4

7

9

UTILITY

18

A20-PL

A902

1 A930

34

SIM.

A902

13

A902

2

5

2' - 0"

18

4

A902

20

4 A925

12

2

9-16

25

2 4' - 6 1/4"

15

A901

12

9-40

E

E

14

1' - 10 1/4"

9

3

7 C25-SSM

18 SIM.

B

13

3 A925

2

2' - 1"

DEVELOPMENT DEPARTMENT CONSOLIDATION AND REMODELING

13

A901

9' - 9 3/4"

2 A925

19

15

19

B

A24-PL

B

3

4' - 6"

A901

CONFERENCE ROOM

6"

4

33

1 A801

6 14

9-42

12 '0"

3

19

2' -

R

E

14

R1

2

4 A924

9-36

23

2

9-42

AL-9

7"

22

AL-15

2' - 10"

AL-17

17

'R 6

3 A924

29

17

SIM.

B

4' - 6"

A901

B

19

1 A803

29

AL-8

2' - 6"

AL-16

1 A924

3' - 10"

34 13

A902

10

9-16

C

24' - 0"

11"

" 10

3 A801 19

33

11902

Project For

2' -

19

DAVID NORBACK

R1

9-17

12

09.26.13

Signature

A902

A901

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.

2° 41. 9

OPEN OFFICE / COLLAB.

DAVID NORBACK

Registration Number

6 1/4"

10' - 8 3/4"

A901

25

EQ

MATCH LINE - REFER TO 1 / A109B

6' - 2"

2

19 20 21 22 23

DOOR TAG

NEW DOOR, REFER TO DOOR SCHEDULE

1

18

KEYNOTE

101

NEW PARTITON

NO WORK THIS AREA

ROOM TAG

KEYNOTES - FLOOR PLAN

CENTERLINE OF NEW PARTITION TO ALIGN WITH CENTERLINE OF EXISTING WINDOW MULLION. CENTERLINE OF NEW GLASS WALL SYSTEM TO ALIGN WITH CENTERLINE OF EXISTING EXTERIOR WINDOW MULLION. ALIGN FACE OF NEW PARTITIONS. ALIGN FACE OF NEW PARTITIONS WITH FACE OF EXISTING WALL OR COLUMN. ALIGN FACE OF NEW GLASS PARTITION SYSTEM WITH FACE OF EXISTING WALL BELOW EXISTING WINDOW SILL. PLASTIC LAMINATE FACED COUNTERTOP WITH BASE CABINET BELOW. PLASTIC LAMINATE FACED WALL CABINET ABOVE. PLASTIC LAMINATE FACED COUNTERTOP WITH STEEL SUPPORT BRACKETS BELOW. PLASTIC LAMINATE FACED STORAGE CABINET. CURVED DECORATIVE METAL WALL - SEE SHEET A803 GLASS SHELVING ABOVE. PLASTIC LAMINATE FACED MAIL CABINET. HINGED BROCHURE SHELVING WITH FILE CABINETS BELOW - BY FURNITURE SUPPLIER SINK - SEE MECHANICAL DRAWINGS ELEVATOR HOISTING DOOR SMOKE CURTAIN SYSTEM - SEE DETAILS: 7/A924, 8/A924, AND 9/A924 EXISTING FIN TUBE ALUMINUM RADIATION GRILLE TO REMAIN. GLASS PARTITION SYSTEM - SEE GLASS PARTITION TYPES ON SHEET A301. PROVIDE PARTITION TYPE B3 WITH STEEL CHANNEL AND ANGLE SUPPORT SYSTEM FROM TOP OF GLASS PARTITION SYSTEM TO UNDERSIDE OF STRUCTURE ABOVE - SEE DETAILS: 5/A302 AND 6/A302 FOR STEEL ANGLE SUPPORT FRAMING WALL MOUNTED VIDEO DISPLAY MONITOR - PROVIDE SOLID F.T. WOOD BLOCKING IN WALL BEHIND MONITOR EXISTING CONCRETE COLUMN TO REMAIN. DASHED LINE INDICATES LINE OF SOFFIT ABOVE. PLASTIC LAMINATE FACED COUNTERTOP WITH FILE CABINETS BELOW. PLASTIC LAMINATE FACED WORK SURFACE WITH RECESSED CABLE NOOKS. WORKING POINT FOR RADIUSED WALLS AND CEILINGS.

13 © Copyright RSP Architects 2013. All rights reserved.

OPEN OFFICE

Revisions

9-27

8 A931

No.

AL-12

Date

Description

27' - 10"

9-30

A902

9

10

17

29

A902

AL-11

26

25 24

26

22 B

3

CONFERENCE ROOM

3

9-30

B

10 A926

34

19

19

AL-13

A

17

3 A926

7 A926

25

24

A902 SIM.

33

1

4 19

19

EQ

12' - 0"

28

8 A931

EQ

19

25

26

19

2' - 1 3/4"

OFFICE 9-23

1

24

3 9-23

5 A302

9-33

B 11' - 4 5/8"

17

25

OPEN OFFICE

14' - 10"

AL-14

24

26

8 A926

4 A926

12 A926

NINTH FLOOR FLOOR PLAN AREA A

9 A926

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

NORTH \\minfs02.rsparch.internal\RSPUsers$\jandring\Documents\DeptofDev_2012_jandring.rvt 9/26/2013 6:14:46 PM

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A109A


FLOOR PLAN GENERAL NOTES:

KEYNOTES - FLOOR PLAN

1. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACE TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SPACE SURFACES SHALL BE ALIGNED AND SANDED SMOOTH.

1 2

9. 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.

3 4 5

10. PATCH, REPAIR OR REPLACE AS REQUIRED ALL FIREPROOFING MISSING OR DAMAGED DUE TO DEMOLITION OR CONSTRUCTION, TYPICAL THRU-OUT.

2. REFER TO REFLECTED CEILING PLANS - SHEETS A209A AND A209B - FOR CEILING AND SOFFIT HEIGHT. 3. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE BLOCKING FOR ALL MILLWORK NOT SUPPORTED ON FLOOR SLAB. ALL CONCEALED LUMBER AND BLOCKING TO BE FIRE TREATED.

11. NOTIFY ARCHITECT IN WRITING OF AN DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY THE ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION.

6 7 8 9 10 11 12 13 14 15 16 17

4. SCRAPE CONCRETE SLAB CLEAN, REMOVE ALL GLUE, AND FLASH PATCH AS REQUIRED FOR NEW FINISHES. TYPICAL THRU-OUT. 12. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON FLOOR PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. FLOOR PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS.

5. ALL PLAN DIMENSIONS LOCATING INTERIOR WALLS ARE TO: a: FACE OF EXISTING WALL SYSTEM UNLESS NOTED OTHERWISE. b: FACE OF GYPSUM BOARD UNLESS NOTED OTHERWISE. c: CENTERLINE OF BUILDING GRID. 6. ALL CLEAR DIMENSIONS ARE TO BE EXACT WITHIN 1/8"; ALONG FULL HEIGHT AND FULL WIDTH OF WALLS. CONTRACTOR SHALL NOT ADJUST ANY DIMENSIONS MARKED "CLEAR" OR "CLR" WITHOUT WRITTEN INSTRUCTION FROM THE ARCHITECT AND/OR OWNER. 7. ALL ELEVATION MEASUREMENTS ARE IN REFERENCE TO THE FINISHED FLOOR. 8. SEE LIFE SAFETY PLANS, SHEETS "G109" FOR ALL RATED PARTITION LOCATIONS.

FLOOR PLAN LEGEND: ROOM NAME

EXISTING PARTITION TO REMAIN

18

1

EXISTING DOOR AND FRAME TO REMAIN

19 20 21 22 23

KEYNOTE

101

NEW PARTITON

NO WORK THIS AREA

ROOM TAG

DOOR TAG

KEYNOTES - FLOOR PLAN

CENTERLINE OF NEW PARTITION TO ALIGN WITH CENTERLINE OF EXISTING WINDOW MULLION. CENTERLINE OF NEW GLASS WALL SYSTEM TO ALIGN WITH CENTERLINE OF EXISTING EXTERIOR WINDOW MULLION. ALIGN FACE OF NEW PARTITIONS. ALIGN FACE OF NEW PARTITIONS WITH FACE OF EXISTING WALL OR COLUMN. ALIGN FACE OF NEW GLASS PARTITION SYSTEM WITH FACE OF EXISTING WALL BELOW EXISTING WINDOW SILL. PLASTIC LAMINATE FACED COUNTERTOP WITH BASE CABINET BELOW. PLASTIC LAMINATE FACED WALL CABINET ABOVE. PLASTIC LAMINATE FACED COUNTERTOP WITH STEEL SUPPORT BRACKETS BELOW. PLASTIC LAMINATE FACED STORAGE CABINET. CURVED DECORATIVE METAL WALL - SEE SHEET A803 GLASS SHELVING ABOVE. PLASTIC LAMINATE FACED MAIL CABINET. HINGED BROCHURE SHELVING WITH FILE CABINETS BELOW - BY FURNITURE SUPPLIER SINK - SEE MECHANICAL DRAWINGS ELEVATOR HOISTING DOOR SMOKE CURTAIN SYSTEM - SEE DETAILS: 7/A924, 8/A924, AND 9/A924 EXISTING FIN TUBE ALUMINUM RADIATION GRILLE TO REMAIN. GLASS PARTITION SYSTEM - SEE GLASS PARTITION TYPES ON SHEET A301. PROVIDE PARTITION TYPE B3 WITH STEEL CHANNEL AND ANGLE SUPPORT SYSTEM FROM TOP OF GLASS PARTITION SYSTEM TO UNDERSIDE OF STRUCTURE ABOVE - SEE DETAILS: 5/A302 AND 6/A302 FOR STEEL ANGLE SUPPORT FRAMING WALL MOUNTED VIDEO DISPLAY MONITOR - PROVIDE SOLID F.T. WOOD BLOCKING IN WALL BEHIND MONITOR EXISTING CONCRETE COLUMN TO REMAIN. DASHED LINE INDICATES LINE OF SOFFIT ABOVE. PLASTIC LAMINATE FACED COUNTERTOP WITH FILE CABINETS BELOW. PLASTIC LAMINATE FACED WORK SURFACE WITH RECESSED CABLE NOOKS. WORKING POINT FOR RADIUSED WALLS AND CEILINGS.

24 25 26 27 28 29 30 31 32 33 34

PROVIDE LEVEL 5 GYPSUM BOARD FINISH FOR SPECIALTY PAINT APPLICATION. EXISTING SOLID SURFACE WINDOW SILL TO REMAIN. EXISTING ALUMINUM CURTAIN WALL SYSTEM. BUILT-IN BANQUETTE SEATING AND PLASTIC LAMINATE FACED TABLES WITH RECESSED CABLE NOOKS - SEE DETAIL 8/931 BUILT-IN BANQUETTE SEATING - SEE DETAIL X/AX STEELCASE ROOM WIZARD SCHEDULING UNIT - MOUNT AT 48" A.F.F. TO C.L. SEMI-RECESSED FIRE EXTINGUISHER CABINET - MOUNT AT 5'-0" A.F.F. TO TOP EXISTING ALUMINUM CURTAIN WALL - PAINT ALL HORIZONTAL AND VERTICAL MULLIONS TO MATCH EXISTING CLEAR ANODIZED CURTAIN WALL FINISH OVERLAY ONE LAYER OF 5/8" GYPSUM BOARD TO FACE OF EXISTING WALL - EXTEND FROM FLOOR TO 6" ABOVE SOFFIT PLASTIC LAMINATE FACED PRINTER CABINET. RECYCLING AND TRASH BIN STORAGE ALCOVE.

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

Consultants

Certification

1i

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.

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

1

NEW DOOR, REFER TO DOOR SCHEDULE

Signature

DAVID NORBACK

Registration Number Date

1

2

3

8' - 0"

4

9' - 0"

5

16' - 0"

6

34' - 0" 1 A926

14 A926

7

17' - 0"

8

17' - 0" 6 A926

5 A926

9

14' - 6"

2 A926

6 A926

SIM

14' - 6"

10 1' - 0"

11

09.26.13

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.

12 1' - 4" 1' - 0"

2 A926

Signature

DAVID NORBACK

Registration Number

K

3' - 2"

3 1' - 0" 1' - 0"

3' - 2"

16

31

17

9-04

J

16

31

A901

2

16

9-03

17

3 3' - 2"

AL-4

AL-4

9-02

1

B 1' - 0" 1' - 0"

2

25

17

3' - 2"

SIM.

AL-3

26

09.26.13

Project For

SIM.

19 D1

A901

5 A925

2 A924

A25-PL

3

18

E 4

2' - 10"

AL-18 1' - 6"

1' - 4 1/4"

18

C

3

4

E

2

8 A924

D1

1' - 9"

3 30

1' - 7 1/4"

D1

3

T1 A910

9-08

WOMEN'S TOILET 9-T2-9

25

STAIR 9-S2-9

MEN'S TOILET 9-T1-9 10

12 A925

9-08

9-11

1' - 8"

ELEV. 3

8 A924

1 A910

3 VOICE/DATA ROOM

CONFERENCE ROOM

15

ELEV. 1

7' - 9 1/2"

B

2

A901

10 SIM.

ELEV. LOBBY

A20-PL

9-00

ELECTRICAL CLST.

8 A924

9-E2-9

8 5' - 2 1/2"

4' - 3 3/4"

8' - 1 7/8"

B

B

3

A901

15

B

2

1' - 0"

E

11 A926

15 A926

17

AL-1 9-11

MATCH LINE - REFER TO 1 / A109A 8' - 0"

9' - 0"

AL-2

ELECTRICAL CLST.

AL-7

OFFICE 9-47

B

3

2

29

20

32

1' - 0" 34' - 0"

EQ

4' - 6 1/4" 18

EQ

EQ

17' - 0"

14' - 6"

MLK

Date

19

09/11/13

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.

AL-6

© Copyright RSP Architects 2013. All rights reserved.

MATCH LINE - REFER TO 1 / A109A

18 17' - 0"

17

BP, SMC, BCS

Checked By

E

2

6287.047.02

Drawn By

AL-7

AL-6 F

16' - 0"

Project No.

9-48

AL-1

29

17

1' - 0"

3

9-E1-9

9-10

KEY PLAN:

B

CONFERENCE ROOM

30

9-10

AL-1

D

17

STAIR 9-S1-9

OFFICE

1' - 0"

4' - 10"

AL-2 9 A925

AL-5 17

3

9-49

1 A930 SIM.

9-48

U

18

AREA A

EQ

OFFICE

8 A924

OFFICE

4

EQ

ELEV. VESTIBULE 9-50

9

9-09

ELEV. 5

9-09

2' - 1"

7

MATCH LINE

ELEV. 4

3

6' - 4 1/2"

10' - 4"

8

ELEV. 2

B

AREA B

1' - 0"

3' - 1 1/2"

F

SIEBENS BUILDING NINTH LEVEL

26

3

A25-PL

DEVELOPMENT DEPARTMENT CONSOLIDATION AND REMODELING

4

E

3 3

10' - 4"

9

2

P

D1

E

4

9-07

ACCESSIBLE TOILET 7' - 0 1/4"

2' - 1"

3

9-07

G

9-01

A901

5

E

H

3 A901

4

CORRIDOR

4

3

MIR.

B

A901

27' - 0"

11

B

9-02

3

9-49

6

3 8' - 9 3/4"

9-03

9-04

3

9-47

20

1

3' - 0"

9-05

1' - 1 3/8"

9

10"

1 A925 5' - 0"

6' - 9 3/4"

2

6' - 11 1/4"

7' - 6"

2

6' - 0"

U

1

2

Date

CONFERENCE ROOM

11902

6' - 3 1/8"

AL3

B

16

CONFERENCE ROOM

CONFERENCE ROOM

1' - 4"

9-06

9-05

1

1' - 4"

LIBRARY

CONFERENCE ROOM

17

6' - 3 1/8"

5' - 10"

2

4

11902

14' - 6"

1' - 0"

Revisions No.

1' - 0"

Date

Description

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

NORTH

NINTH FLOOR FLOOR PLAN AREA B

A109B \\minfs02.rsparch.internal\RSPUsers$\jandring\Documents\DeptofDev_2012_jandring.rvt 9/26/2013 6:14:47 PM

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REFLECTED CEILING PLAN GENERAL NOTES:

KEYNOTES - CEILING PLAN

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.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18

10. LIGHT FIXTURES, EXIT SIGNS, SPRINKLERS AND OTHER CEILING ELEMENTS SHALL BE LOCATED IN CENTER OF INDIVIDUAL CEILING TILE, U.N.O. 11. 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.

2. REMOVE ALL OBSTRUCTIONS FROM CEILING, INCLUDING ABANDONED CONDUITS, WIRES, DUCK WORK, ETC. NOT SCHEDULED FOR REUSE. 3. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF GYB. BD. OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES.

12. NOT CUT CEILING TILE SHALL BE LESS THAN 12-1/2" UNLESS OTHERWISE NOTED. COORDINATE ALL AREAS THAT DO NOT MEET THIS REQUIREMENT WITH ARCHITECT.

4. 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. 5. 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.

13. ALL EXPOSED MECHANICAL AND ELECTRICAL ITEMS LOCATED IN NON-SUSPENDED CEILING AREAS SHALL BE PAINTED PT-8 14. ALL EXPOSED AREAS OF EXTERIOR CURTAIN WALL SYSTEM IN NON-SUSPENDED CEILING AREAS SHALL RECEIVE NEW STEEL STUD FRAMING (TO MATCH EXISTING SIZE AND SPACING) AND 5/8” TYPE X GYPSUM BOARD. EXTEND FROM THE TERMINATION LINE OF THE EXISTING AT 9’-2” AFF TO THE UNDERSIDE OF THE FLOOR STRUCTURE ABOVE. PAINT WALLS

6. 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.

15. EXISTING GYPSUM BOARD AT THE EXTERIOR WALL STARTING AT THE EXISTING CEILING LINE (APPROX 8’-0”) TO THE LOCATION OF THE NEW SUSPENDED CEILING HEIGHT AT 9’-0” SHALL BE FINISHED TO MATCH NEW WALL FINISHES – SEE FINISH PLANS

7. 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.

19 20 21 22 23 24 25 26

16. EXISTING GYPSUM BOARD LOCATED AT THE EAST AND WEST CORE WALLS IN NONSUSPENDED CEILING AREAS STARTING AT 9’-0” AFF TO THE UNDER SIDE OF THE EXISTNG FLOOR STRUCTURE ABOVE SHALL BE FINISHED. REMOVE ALL ABANDONED AND UN-USED CONDUITS AND CABLES AND PATCH ALL HOLES, DEFECTS AND FINISH ALL GYPSUM BOARD JOINTS. PAINT WALLS

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. 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.

3

4

5 STAIR 9-S1-9

EQ 9-10

18

ACT-1 9' - 0"

7 1/2"

18

D

EQ

5 A302 20

3' - 6"

3' - 6"

3' - 6"

EMERGENCY LIGHT FIXTURE - SEE ELECTRICAL

SMOKE DETECTOR DIFFUSER - SEE MECHANICAL

EXIT SIGN

RETURN AIR GRILLE - SEE MECHANICAL

FIRE ALARM

F

LINEAR DIFFUSER - SEE MECHANICAL

OCCUPANCY SENSOR

OS

RECESSED DOWN LIGHT - SEE ELECTRICAL

ACT-1: NEW SUSP. CEILING TILE AND GRID SYSTEM ARMSTRONG OPTIMA OPEN PLAN 2' X 2' X 1.5" 3253 TEGULAR EDGE 9/16" GRID

PENDANT LIGHT FIXTURE - SEE ELECTRICAL RECESSED WALL WASH DOWN LIGHT - SEE ELECTRICAL

KIRSCH CEILING MOUNT 94140 TRACK 94003 FINISH: 25 WHITE ONE WAY DRAW STANDARD CARRIERS 92141

RETURN AIR GRILLE IN SIDE WALL

Consultants

6

7

8

9

PT-2

7

SEE SHEET A210 FOR DIMENSIONS AND DETAILS IN THIS AREA

8 A922

1

ACT-1 9' - 0"

17

14

SM

PT-9

Date

GYP BD 7' - 0"

20

1' - 0"

2' - 1 1/2"

9

5"

1' - 0 1/2"

OPEN OFFICE

9

ACT-1 9' - 0"

9-16

CONFERENCE ROOM 9-42

GYP BD 7' - 2"

SM

S

5 A922 9

WORK AREA

PT-9

9-18

14

OS

SM

1

9-36

S

MATCH LINE

PT-9 ACT-1 9' - 0"

9-26

AREA A 23

GYP BD 9' - 0"

1

11

8' - 0"

8' - 0"

8' - 0"

EQ

1

9-27

12

1

2' - 3 3/4"

19

3' - 6 3/4"

WAP

23

PT-7

1' - 7 1/2"

18

OS

OFFICE 9-23

5 A302

1' - 7"

9-30

14

GYP BD 8' - 8" PT-9

1

OS

A

Date

Description

10 A921

4

11

OPEN OFFICE

'R 3

1 PT-9

GYP BD 8' - 0"

PT-9

GYP BD 9' - 0"

EQ EQ

EQ

3' - 5 1/4"

1

Revisions

23

9-33

2" 20

5 A921

6"

PT-8

R 4 ' -1 0 "

11 A921

1 A921

3"

1' - 11 1/4"

CONFERENCE ROOM

ACT-1 9' - 0"

23

9" 1' - 7"

SM

© Copyright RSP Architects 2013. All rights reserved.

No.

S

3' - 0"

SM

S

3' - 1"

SM

ACT-1 9' - 0"

S

6 A302 5' - 0 1/2"

GYP BD 10' - 6"

WAP

13

9"

23

5 A302

PT-9

18

1' - 2"

1

18

6 A801

MDF 8' - 5"

09/26/13

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.

ACT-1 S SM 9' - 0"

2 A923

GYP BD 10' - 6"

23

MLK

5 1

5 A921

BP, SMC, BCS

Date

9-32

14

6287.047.02

Drawn By

23

PT-9

OPEN COLLABORATION

14 23

20

Checked By

1

OPEN OFFICE 14

20

11

8' - 0"

5 A921

1

Project No.

8' - 0"

8' - 0"

14

SEE SHEET A210 FOR DIMENSIONS AND DETAILS IN THIS AREA

1' - 5" 7' - 10"

8' - 0"

14

4' - 3"

1' - 6 1/2"

2' - 1 3/4"

2' - 0"

3

S

KEY PLAN: 5 A921

PT-9

OS

SM

EQ

6' - 0"

8"

1' - 10 1/2"

14

SIEBENS BUILDING NINTH LEVEL

AREA B

2' - 8"

8' - 0" 1' - 3"

B

23

S

18

2' - 0" ACT-1 9' - 0"

DEVELOPMENT DEPARTMENT CONSOLIDATION AND REMODELING

ACT-1 9' - 0"

23

CONFERENCE ROOM

LIVING ROOM

ACT-1 8' - 0"

SM

8' - 0"

6' - 0"

PT-2

ACT-1 9' - 0"

11

4' - 2 1/4"

8' - 0"

11

4 A922OS

ACT-1 9' - 0"

SEE SHEET A210 FOR DIMENSIONS AND DETAILS IN THIS AREA

6' - 0"

4 A922

GYP BD 7' - 0"

OS

ACT-1 9' - 0"

SIM

23

4 A922

1

19

8

GYP BD 9' - 0"

CONFERENCE ROOM

9-38

4 A922

11

PT-8

8' - 0"

8' - 0"

9-40

2 A801

6' - 4 5/8"

18

WORK AREA

PT-7

MDF 8' - 5"

14

12

18

1

S

8' - 0"

13

SM

GYP BD 7' - 0"

UTILITY

12

23

09.26.13

23

9-41

1

ACT-1 9' - 0"

11902

5' - 0"

8' - 0"

11

6 A302

WAP

1' - 3" 1' - 3"

5 A302

PT-8

MDF 8' - 5"

19

DAVID NORBACK

Registration Number

4 A921

OS

S

Signature

S

OS

SM

ACT-1 9' - 0"

23 1

11

11

6 A302

5 A302

17

23

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.

EQ

1' - 3" 1' - 3"

23

PT-8

09.26.13

Project For

4 A801

PT-7

Date

11902

3' - 0"

WAP

S

14

1 A922

ACT-1 9' - 0"

11

1 A922

1' - 3" 1' - 3"

11

11

S

SM

PT-9

EQ

8 A922

8' - 0"

8' - 0"

9-17

SM

EQ

23

S

Registration Number

TYP.

1 3/4"

DAVID NORBACK

6' - 0"

EQ

EQ

3' - 5 1/4"

3"

EQ

4 A922

SIM

4' - 9 1/4"

20

ACT-1 9' - 0"

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

1' - 0" TYP.

20

C

Certification

18

18

8' - 0"

5' - 1 3/4"

5 A302

6 A302

EQ

SM

12

MATCH LINE - REFER TO 1 / A209B

6 A302

OPEN OFFICE / COLLAB.

11

9-47

MATCH LINE - REFER TO 1 / A209B 5 A302

10

OFFICE

9-E1-9

EQ

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

SIDE WALL MOUNTED SPRINKLER HEAD

ELECTRICAL CLST.

EQ

3' - 6"

SPEAKER

SD

1' - 6 3/4"

OFFICE

EQ EQ

GYP BD OS 9' - 0"

S

LIGHT FIXTURE - SEE ELECTRICAL

3' - 0"

2

SPRINKLER HEAD

3' - 2 3/4"

1

REFLECTED CEILING PLAN LEGEND

UNDERSIDE OF EXISTING CONCRETE FLOOR ABOVE - PAINT PT-8. ALIGN CEILING TRANSITION WITH FACE OF WALL BELOW. ALIGN FACE OF CEILING/SOFFIT WITH FACE OF WALL BELOW. ALIGN FACE OF CEILING TRANSITION WITH FACE OF SOFFIT BEYOND. ALIGN FACE OF SOFFIT WITH FACE OF COLUMN. GYPSUM BOARD SOFFIT AT 9’-0” A.F.F. GYPSUM BOARD SOFFIT AT 8’-0” A.F.F. GYPSUM BOARD SOFFIT AT 7’-0” A.F.F. GYPSUM BOARD BULKHEAD AT 7’-11” A.F.F. NOT USED. DASHED LINE INDICATES BACK OF COVE LIGHT ABOVE. ALTERNATE NO.1 - SUSPENDED ACCENT CEILING CLOUD - BOTTOM AT 8'-5" AFF. PENDENAT LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS. 4" HIGH PREFINISHED ALUMINUM EDGE TRIM ATTACHED TO SUSPENDED CEILING GRID SYSTEM. RECESSED ELEVATOR HOISTWAY DOOR SMOKE CURTAIN HOOD. GYPSUM BOARD AND STEEL STUD CLOSURE WALL ABOVE SUSPENDED ACOUSTICAL TILE CEILING SYSTEM - SEE 1/A922 PROVIDE PARTITION TYPE B3 FROM TOP OF GLASS PARTITION SYSTEM TO UNDERSIDE OF STRUCTURE ABOVE. SEE 5/A302 FOR STEEL ANGLE SUPPORT FRAMING ADD ALTERNATE NO. 1 - STAINLESS STEEL SPRINKLER HEAD COVER - SEE MECHANICAL. EXPOSED DUCT LOCATION - PT-8 - SEE MECHANICAL. NOT USED. NOT USED. PAINT UNDERSIDE OF FLOOR STRUCTURE PT-8 A MINIMUM OF 8'-0" FROM THE EDGE OF SUSPENDED CEILING. CEILING MOUNTED CURTAIN TRACK. SEE LEGEND FOR SPECIFICATION. REMOVE EXISTING GYPSUM BOARD FROM WALL FRAMING FROM 8'-6" TO 11'-0" - FULL WIDTH OF WALL. DASHED LINE INDICATES FACE OF CASEWORK AT THE UNDERSIDE OF SOFFIT.

EQ 6' - 0"

6' - 0"

EQ

EQ 7' - 6"

NINTH FLOOR REFLECTED CEILING PLAN - AREA A

8' - 6 7/8"

NINTH FLOOR - REFLECTED CEILING PLAN - AREA A 1/4" = 1'-0"

NORTH

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A209A


REFLECTED CEILING PLAN GENERAL NOTES:

KEYNOTES - CEILING PLAN

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.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18

10. LIGHT FIXTURES, EXIT SIGNS, SPRINKLERS AND OTHER CEILING ELEMENTS SHALL BE LOCATED IN CENTER OF INDIVIDUAL CEILING TILE, U.N.O. 11. 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.

2. REMOVE ALL OBSTRUCTIONS FROM CEILING, INCLUDING ABANDONED CONDUITS, WIRES, DUCK WORK, ETC. NOT SCHEDULED FOR REUSE. 3. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF GYB. BD. OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES.

12. NOT CUT CEILING TILE SHALL BE LESS THAN 12-1/2" UNLESS OTHERWISE NOTED. COORDINATE ALL AREAS THAT DO NOT MEET THIS REQUIREMENT WITH ARCHITECT.

4. 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. 5. 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. 6. 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.

13. ALL EXPOSED MECHANICAL AND ELECTRICAL ITEMS LOCATED IN NON-SUSPENDED CEILING AREAS SHALL BE PAINTED PT-8 14. ALL EXPOSED AREAS OF EXTERIOR CURTAIN WALL SYSTEM IN NON-SUSPENDED CEILING AREAS SHALL RECEIVE NEW STEEL STUD FRAMING (TO MATCH EXISTING SIZE AND SPACING) AND 5/8” TYPE X GYPSUM BOARD. EXTEND FROM THE TERMINATION LINE OF THE EXISTING AT 9’-2” AFF TO THE UNDERSIDE OF THE FLOOR STRUCTURE ABOVE. PAINT WALLS 15. EXISTING GYPSUM BOARD AT THE EXTERIOR WALL STARTING AT THE EXISTING CEILING LINE (APPROX 8’-0”) TO THE LOCATION OF THE NEW SUSPENDED CEILING HEIGHT AT 9’-0” SHALL BE FINISHED TO MATCH NEW WALL FINISHES – SEE FINISH PLANS

7. 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. 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.

UNDERSIDE OF EXISTING CONCRETE FLOOR ABOVE - PAINT PT-8. ALIGN CEILING TRANSITION WITH FACE OF WALL BELOW. ALIGN FACE OF CEILING/SOFFIT WITH FACE OF WALL BELOW. ALIGN FACE OF CEILING TRANSITION WITH FACE OF SOFFIT BEYOND. ALIGN FACE OF SOFFIT WITH FACE OF COLUMN. GYPSUM BOARD SOFFIT AT 9’-0” A.F.F. GYPSUM BOARD SOFFIT AT 8’-0” A.F.F. GYPSUM BOARD SOFFIT AT 7’-0” A.F.F. GYPSUM BOARD BULKHEAD AT 7’-11” A.F.F. NOT USED. DASHED LINE INDICATES BACK OF COVE LIGHT ABOVE. ALTERNATE NO.1 - SUSPENDED ACCENT CEILING CLOUD - BOTTOM AT 8'-5" AFF. PENDENAT LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS. 4" HIGH PREFINISHED ALUMINUM EDGE TRIM ATTACHED TO SUSPENDED CEILING GRID SYSTEM. RECESSED ELEVATOR HOISTWAY DOOR SMOKE CURTAIN HOOD. GYPSUM BOARD AND STEEL STUD CLOSURE WALL ABOVE SUSPENDED ACOUSTICAL TILE CEILING SYSTEM - SEE 1/A922 PROVIDE PARTITION TYPE B3 FROM TOP OF GLASS PARTITION SYSTEM TO UNDERSIDE OF STRUCTURE ABOVE. SEE 5/A302 FOR STEEL ANGLE SUPPORT FRAMING ADD ALTERNATE NO. 1 - STAINLESS STEEL SPRINKLER HEAD COVER - SEE MECHANICAL. EXPOSED DUCT LOCATION - PT-8 - SEE MECHANICAL. NOT USED. NOT USED. PAINT UNDERSIDE OF FLOOR STRUCTURE PT-8 A MINIMUM OF 8'-0" FROM THE EDGE OF SUSPENDED CEILING. CEILING MOUNTED CURTAIN TRACK. SEE LEGEND FOR SPECIFICATION. REMOVE EXISTING GYPSUM BOARD FROM WALL FRAMING FROM 8'-6" TO 11'-0" - FULL WIDTH OF WALL. DASHED LINE INDICATES FACE OF CASEWORK AT THE UNDERSIDE OF SOFFIT.

19 20 21 22 23 24 25 26

16. EXISTING GYPSUM BOARD LOCATED AT THE EAST AND WEST CORE WALLS IN NONSUSPENDED CEILING AREAS STARTING AT 9’-0” AFF TO THE UNDER SIDE OF THE EXISTNG FLOOR STRUCTURE ABOVE SHALL BE FINISHED. REMOVE ALL ABANDONED AND UN-USED CONDUITS AND CABLES AND PATCH ALL HOLES, DEFECTS AND FINISH ALL GYPSUM BOARD JOINTS. PAINT WALLS

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.

REFLECTED CEILING PLAN LEGEND SPRINKLER HEAD S SD

LIGHT FIXTURE - SEE ELECTRICAL

SPEAKER

EMERGENCY LIGHT FIXTURE - SEE ELECTRICAL DIFFUSER - SEE MECHANICAL

EXIT SIGN F OS

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

SMOKE DETECTOR

RETURN AIR GRILLE - SEE MECHANICAL

FIRE ALARM

LINEAR DIFFUSER - SEE MECHANICAL

OCCUPANCY SENSOR

RECESSED DOWN LIGHT - SEE ELECTRICAL

ACT-1: NEW SUSP. CEILING TILE AND GRID SYSTEM ARMSTRONG OPTIMA OPEN PLAN 2' X 2' X 1.5" 3253 TEGULAR EDGE 9/16" GRID

Consultants PENDANT LIGHT FIXTURE - SEE ELECTRICAL RECESSED WALL WASH DOWN LIGHT - SEE ELECTRICAL SIDE WALL MOUNTED SPRINKLER HEAD

KIRSCH CEILING MOUNT 94140 TRACK 94003 FINISH: 25 WHITE ONE WAY DRAW STANDARD CARRIERS 92141

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.

RETURN AIR GRILLE IN SIDE WALL

Signature

DAVID NORBACK

Registration Number Date

1

2

3

4 2' - 6 7/8"

2' - 9 1/4"

2' - 0"

4' - 0"

2' - 0"

4 7/8"

14 A926

2' - 0"

3' - 9 1/2"

GYP BD 11' - 6" 2' - 0"

5

11' - 9 1/2"

6

GYP BD 11' - 6"

4 7/8"

GYP BD 11' - 6"

7 2' - 0"

GYP BD 11' - 6"

3' - 9 1/2"

2' - 0"

2' - 0"

4' - 0"

2' - 0"

4 7/8"

8

6' - 1 3/4" 2' - 9 3/8"

9

10

11

09.26.13

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.

12

2' - 6 7/8"

4 7/8"

Signature

DAVID NORBACK

Registration Number

K

18

6' - 1 1/4"

GYP BD 8' - 0"

GYP BD 9' - 0"

EQ

TYP

PT-9

9 A924

4' - 6"

3' - 0"

1

GYP BD 9' - 0"

6' - 0"

SIEBENS BUILDING NINTH LEVEL

S

2' - 4"

ELECTRICAL CLST. 9-E2-9

AREA B MATCH LINE

PT-9

6 A302

TYP

ELEV. VESTIBULE 9-50

CONFERENCE ROOM 9-48

5 A302 8' - 0" EQ EQ

20

3' - 6"

3' - 6"

3' - 6"

3' - 6"

EQ

ELECTRICAL CLST. 9-E1-9

9-49

KEY PLAN: 18

OS

OS

Project No.

ACT-1 9' - 0"

PT-2

6287.047.02

Drawn By

5 A302

BP, SMC, BCS

Checked By

6 A302

9-47

6 A302 1' - 6 3/4"

EQ

EQ

ACT-1 9' - 0"

OFFICE

OS

OFFICE

7' - 0"

EQ

STAIR 9-S1-9

18

AREA A

6 A302

ACT-1 9' - 0"

1

8' - 0" 18

ACT-1 9' - 0" SM

9 A924

5 A302 7 1/2"

4' - 3" 18

D

S

DEVELOPMENT DEPARTMENT CONSOLIDATION AND REMODELING

WAP

5 A302

9-10

6 A302 ACT-1 9' - 0"

5 A921

SM

7' - 0"

8' - 0" 18

OFFICE 6 A302

3

9-00

PT-9

OS GYP BD OS 9' - 0"

PT-9

20

ACT-1 9' - 0"

E

GYP BD 9' - 0"

2' - 7 1/4"

16

4' - 6" 4' - 6"

3' - 0"

OS

6' - 0"

STAIR 9-S2-9

CONFERENCE ROOM

9-09

6' - 0"

ELEV. LOBBY

MEN'S TOILET 9-T1-9

09.26.13

OS

23

7' - 0"

4' - 6"

3' - 0"

WOMEN'S TOILET 9-T2-9

9-08

9-11

PT-9

26

5 A921 EQ

1 A923

25

5 A921 SIM

PT-9

11902

Project For

14

4' - 1 1/2"

11

PT-9

3 A922

2 A922

3

GYP BD 9' - 0"

2' - 4"

3"

3' - 3 1/8"

4' - 0" 25

VOICE/DATA ROOM

3' - 0"

3' - 0"

5 A921

16

OFFICE

6' - 1 7/8"

3

OS

PT-9

GYP BD 9' - 0"

9-02

3' - 10 1/2"

9-07

PT-9 OS

F

PT-9

3

2

ACCESSIBLE TOILET

3 A923

GYP BD 8' - 8"

GYP BD 10' - 6" 3 A922

9-03

5 A302

1' - 6 1/2"

GYP BD 9' - 0" PT-9

1' - 1"

6' - 0"

9-01

SIM

8' - 0"

EQ

6' - 0"

5 A302

8' - 0"

G

EQ

5' - 4 1/2"

13

CONFERENCE ROOM

MLK

Date

18

09/26/13

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.

3' - 2 3/4"

1' - 1"

OS

13

Date

CONFERENCE ROOM 24

7' - 0"

1' - 0"

H

PT-9

CORRIDOR

1' - 6"

ACT-1 9' - 0" GYP BD 8' - 0"

PT-9

18

13

24

EQ

9-06

7

GYP BD 9' - 0"

WAP

LIBRARY

7 A922

PT-2

2' - 6 7/8"

8' - 0"

26

13

PT-8

SIM

OS

GYP BD 9' - 0"

5 A302

24

EQ

4 A922

8 A922

2' - 4"

1

SM

6' - 3 1/2"

1 A922

18

S

SIM

6' - 0"

" '- 6 2 R

9-05

CONFERENCE ROOM 24 9-04

3' - 3 1/8"

5 A302

10 1/4"

J

CONFERENCE ROOM

11902

© Copyright RSP Architects 2013. All rights reserved.

MATCH LINE - REFER TO 1 / A209A

4 A922

20 12' - 8 21/64"

1

EQ

2' - 6 7/8"

MATCH LINE - REFER TO 1 / A209A

7

SIM

2' - 5 1/8"

1 3/4"

2' - 9" 5' - 8 1/2"

Revisions

5 A302

2' - 9" 5' - 6"

1 3/4"

2' - 5 1/4"

No.

2' - 7"

Date 9/26/13

Description CONSTRUCTION ISSUE

NINTH FLOOR - REFLECTED CEILING PLAN - AREA B 1/4" = 1'-0"

NORTH

NINTH FLOOR REFLECTED CEILING PLAN - AREA B

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

Consultants

5

6

7 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.

8' - 6 1/2"

1 1/4"

12' - 6 1/4"

D

6' - 4" Signature

5' - 6 3/4"

7' - 9"

8' 71 /2"

8' - 9 1/4"

R 2 4 '- 9 3 / 4 "

S

F

1 /2 " 2 '- 3

2' - 6 1/2"

9 1/4"

3' - 11 1/4" 2 A922

" '- 6 R 7

SM

2' - 11 3/4"

Project For

4' - 0"

DEVELOPMENT DEPARTMENT CONSOLIDATION AND REMODELING

OS

3' - 1 1/4" 6' - 8"

10' - 11 1/2"

2' - 0" 4' - 6 1/4"

4' -

1' - 6"

0"

2' - 9 3/4"

14 '-

/4 " 6 3 3 /4 " R 4 '- 9

0"

OS

6'

SIEBENS BUILDING NINTH LEVEL

OS

0"

10 '0"

SD

OS 3'

S

SIM 5 A302

0"

SM

2 A922 S

2'

3' - 4 3/4"

8 A921 4' - 9 1/2" 4' - 3"

6"

5 A921

2' -

3' - 0 3/4"

R 1 5 ' -3 "

R

MLK

Date

09/26/13

5' - 4 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.

10 " SIM

13' - 2 1/4" F

SIM

6 A302

7 A921

1' - 7 1/2"

5 A921 5' - 9 1/4"

SD

3' -

" 1 /2

2' - 7 1/2"

8' - 1"

WAP

Checked By

' -9 R 5

5 A921

S

JHA

R

3' - 5 1/2"

3' - 2 3/8" R 1'01 /4"

2' - 4 1/4"

9 A921

3' - 11 3/4"

4' - 1 1/4"

6287.047.02

Drawn By

3' - 10 3/4"

6' - 6 1/2"

5 A921

1' - 1 1/2"

2' - 5 3/4"

Project No.

2' - 10"

OS

6' - 0 3/4"

4' - 0 3/4"

8"

B

SIM 6 A302

4' - 5"

7' - 8 1/4"

6"

"

0"

1'

10 '0

/2 " 4- 1 '

6'

F

1'6"

5

6"

0"

4' - 3"

F

3'

2 A922

5 A922

SD

09.26.13

2' - 0"

2 A921

'- 0 "

11902

S

4 A921

1' - 6 1/2"

C

1 A921

1' - 11"

" R 6' - 0

R7

"

2' - 6 1/2"

'-4

8' - 6"

R8

R 9' -63 /4"

4 A921

Date

4' - 8 1/4"

7' - 8 3/4"

3/4 "

2' - 2 3/4"

1'6

5' - 4 5/8"

" '- 3 5 R

DAVID NORBACK

Registration Number

F

R1

9' - 11 1/4"

3 1/2"

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

S

SD

11902 09.26.13

Signature

5' - 6 3/4"

10' - 3"

0 1 /2 " R 1 6 '1' - 10 1/4"

7' - 11 1/2"

SM

Date

1' - 6"

4' - 11 3/4"

Registration Number

6' - 8 3/4"

S

6' - 8 3/4"

R

" R 6 '- 4

DAVID NORBACK

Š Copyright RSP Architects 2013. All rights reserved.

Revisions No.

Date 9/26/13

Description CONSTRUCTION ISSUE

S

3' - 4"

7' - 0"

3' - 4"

6 A921

1

NINTH FLOOR - REFLECTED CEILING PLAN - AREA A 1/4" = 1'-0"

NORTH

NINTH FLOOR - REFLECTED CEILING LAYOUT PLAN - HIVE AREA

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WINDOW TYPES

DOOR SCHEDULE

ROOM NAME CONFERENCE ROOM CORRIDOR CONFERENCE ROOM CORRIDOR ACCESSIBLE TOILET VOICE/DATA ROOM OFFICE OPEN OFFICE / COLLAB. OPEN OFFICE / COLLAB. CONFERENCE ROOM OFFICE OPEN OFFICE OPEN OFFICE CONFERENCE ROOM OPEN OFFICE CONFERENCE ROOM OPEN OFFICE

W 3' - 4" 3' - 4" 3' - 4" 3' - 4" 3' - 0" 3' - 0" 3' - 0" 2" 3' - 0" 2" 3' - 0" 2" 3' - 0" 2" 3' - 0" 2" 3' - 0" 2" 3' - 0" 2" 3' - 0" 2" 3' - 0" 2" 3' - 0" 2" 3' - 0" 2"

H 9' - 0" 9' - 0" 8' - 9 1/2" 8' - 9 1/2" 7' - 0" 7' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 10' - 6" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0"

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

TYPE E E E E D D E E E E E E1 E E E E E

MATL. GL GL GL GL WD WD GL GL GL GL GL GL GL GL GL GL GL

PAIR No No No No No No No No No No No No No No No No No

TYPE CASED CASED CASED CASED F1 F1 AL-2 AL-1 AL-1 AL-16 AL-13 AL-12 AL-10 AL-8 AL-7 AL-5 AL-7

MATL. GYP BD GYP BD GYP BD GYP BD HM HM GLASS GLASS GLASS GLASS GLASS GLASS GLASS GLASS GLASS GLASS GLASS

HEAD 11/A302 11/A302 11/A302 11/A302 3/A302 1/A302 6/A302 6/A302 6/A302 6/A302 6/A302 6/A302 6/A302 6/A302 6/A302 6/A302 6/A302

JAMB 12/A302 12/A302 12/A302 12/A302 4/A302 2/A302 -----------------------

SILL -----------------------------------

RATING ----------60 MIN. -----------------------

HDWR. SL2 SL2 SL2 SL2 PR2 ST2 SL2 SL2 SL2 SL2 SL2 SL2 SL2 SL2 SL2 SL2 SL2

SCALE: 3/8" = 1'-0"

COMMENTS 1 1 1 1 SG SG SG SG SG SG SG SG SG SG SG SG SG

22' - 11" 1"

7' - 2 3/4"

3' - 0"

1' - 0" 1' - 0"

3' - 0"

3' - 2"

1' - 3 1/2"

2 EQ PANELS

10

11

15 A926

3' - 2"

12' - 6 3/4"

8

6' - 4 3/4" 11

1

5 A302

1' - 0"

11 A926

6 A302

4

4

5

5

3

3

6 A302

5 A302

GL-1

7 A302

15 A926

6

7

7

2

9

2

6 A926

1' - 0"

9

7

12 A302

1

5 A302

1' - 0"

9 A302

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

7

GL-1

6 A926

7 A302

2

2

8

11

2 A926

5

GL-1

7 A302

7

6' - 0" 2 EQ PANELS

3

9 A925

1. PROVIDE CASED GYPSUM BOARD OPENING WITH SURFACE MOUNTED SLIDING DOOR HEAD ASSEMBLY ABOVE.

4

6

7

1" 10

11

7

COMMENTS:

3' - 0"

1

GL-1 7

3' - 2"

2 EQUAL PANELS

10

1

6' - 1"

9' - 0"

ROOM NO. 9-02 9-01 9-04 9-01 9-07 9-08 9-09 9-17 9-17 9-16 9-23 9-27 9-41 9-42 9-41 9-48 9-41

SPECS.

9' - 0"

NO. 9-02 9-03 9-04 9-05 9-07 9-08 9-09 9-10 9-11 9-16 9-23 9-30 9-36 9-42 9-47 9-48 9-49

FRAME

9' - 0"

DOOR

7 A302

2

9

Consultants

GENERAL NOTES 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.

3.

7' - 2 1/4" 10

1i

1

5 A302

11

6 A302

4

1

7

2 A926

1

5 A302

1

Signature

3 7

7

7

7

7

7

7

Date

7

09.26.13

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.

7

6

GL-1 6 A926

7 A302

2

9

2

Signature

7 A302

2

DAVID NORBACK

Registration Number Date

AL-4 13' - 4"

CONSTRUCT PARTITION FROM FLOOR TO 6" ABOVE CEILING

3

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

2' - 8 3/4"

3' - 7 1/4"

3' - 0"

3' - 0"

10

1

5 A302

4

6 A302

11

9 A925

2"

GL-1

3/8" CLEAR TEMPERED FLOAT GLASS

GL2

1/2" CLEAR TEMPERED FLOAT GLASS

3

FLUSH PANEL GLASS SLIDING DOOR

E1

FLUSH PANEL GLASS SLIDING DOOR

1

11

2 A925

4

GL-1

5 A302

6 A302

GL-1 9

7

7 A302

9

7

1

8 A302

3

5

2

5

10 A302

7 A302

2

7 A302

GL-1 9

AL-9

AL-8

6' - 11 1/4"

3' - 3 1/2"

DEVELOPMENT DEPARTMENT CONSOLIDATION AND REMODELING SIEBENS BUILDING NINTH LEVEL

2

AL-10

11

F1

HOLLOW METAL

7' - 5 1/2" 1"

11

5 A302

3' - 0"

2 EQUAL PANELS

10

10

3' - 2"

1

4' - 4 1/2"

4

3

7

7

7 GL-2

12 A302

1/4" = 1'-0"

7 A302

2

1' - 0"

2

9

1

5 3

8 3 A925

6"

5 A302

6"

1

8 A302

11

5 A302

1

13 A926

Project No.

6287.047.02

9

MLK

7

12 A302

7 A302

2

BP, HKS, SMC, BCS

Checked By Date

GL-1

13 A926

12 A302

7 A302

2

10 A926 GL-1

GL-1

4 A925

7 A302

10

Drawn By

7

GL-2

DOOR AND FRAME TYPES

11

6 A302

4 A925

5

4' - 7 3/4"

3' - 0" 10

11

8 A302

3' - 0"

10

4

6 A302

5 A302

9' - 0"

E

1

13' - 1 1/4"

10' - 6"

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

1' - 0"

7

AL-7

1 D

2

10' - 6"

GL-2

GLASS TYPES

9

SEE DOOR SCHEDULE

GL-1

SEE DOOR SCHEDULE

8'-0"

SEE DOOR SCHEDULE

SEE DOOR SCHEDULE

2"

2"

SEE DOOR SCHED.

2

11

9' - 0"

9' - 0" 3' - 0"

SEE DOOR . SCHEDULE

2 EQUAL PANELS

6"

5 A302

7

GL-1 7 A302

7' - 0 1/4"

7

12 A302

7

5

6"

1

5 A302

3' - 2"

10

12 A302

3

3

6 A302

4

6 7

3' - 0"

EQ

10

11

6 A302 5

PARTITION TYPE INDICATOR LEGEND

SEE DOOR . SCHEDULE

EQ

5' - 0 1/4"

10

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

SEE DOOR SCHEDULE

3' - 2"

9' - 0"

2

3' - 0"

9' - 0"

CONSTRUCT PARTITION FROM FLOOR TO UNDERSIDE OF CEILING

09.26.13

13' - 2 1/4"

5' - 0 1/4"

11' - 2 1/4"

11902

Project For

9' - 0"

1' - 0"

1

48

AL-6

AL-5

PARTITION SUBSCRIBT NOTES

11902

GL-1

7 A302

2

DAVID NORBACK

Registration Number

9 A925

GL-1

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

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

9 A302

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

5 EQUAL PANELS

1' - 0" 10

11

6 A926

9 A302 9' - 0"

1

8

5 A302

1

1i

3' - 0"

10

11

INDICATES NEW PATITION CONSTRUCTION (REFER TO PARTITION TYPE INDICATOR)

3' - 2"

2 EQUAL PANELS

2 EQUAL PANELS

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

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

6' - 2"

1"

Certification

20' - 6"

13' - 4"

7' - 3 1/4"

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

AL-3

AL-2

9' - 0"

2.

AL-1

9' - 0"

1.

7 A302

2

09/26/13

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

Revisions

AL-13

AL-12

AL-11

12' - 9 1/2" 1' - 0"

3' - 0"

3' - 2"

5' - 6 1/2"

1"

1"

2' - 9"

10

1' - 0"

1

11 1

7

9 A302

10 A302 GL-1

9' - 0"

9' - 0"

5 A302

8

5 A302

1

9 A302

5 A925 GL-1

9' - 0"

10 A302 7

Date 9/26/13

Description CONSTRUCTION ISSUE

KEYNOTES - WINDOW TYPES

10

8

GL-1 7

11

1

5 A302

6 A302

1

No.

3' - 0"

10

4

AL-15

2' - 10" 2 EQUAL PANELS

11

AL-14

1 2 3 4 5 6 7 8 9 10 11

DASHED LINE INDICATES 1" RECESSED ALUMINUM WINDOW FRAME / TRACK. 1" ALUMINUM WINDOW FRAME / TRACK. SLIDING GLASS DOOR PANEL. DOOR PANEL TO OVERLAP OPENING BY 2". SLIDING GLASS DOOR PANEL HEAD ASSEMBLY. DASHED LINE INDICATES EDGE OF DOOR OPENING BEYOND. DASHED LINES INDICATE 12" GLASS PANEL BEYOND - PERPENDICULAR INTERSECTION BUTT GLAZED SILICONE JOINT. SOLID LINE INDICATES 1" ALUMINUM WINDOW FRAME / TRACK. ALUMINUM FLOOR GUIDE. VERTICAL STEEL ANGLES WELDED TO CONTINUOUS HORIZONTAL STEEL CHANNEL AND ANCHORED TO UNDERSIDE OF EXISTING CONCRETE FLOOR SYSTEM W/ STEEL CLIP ANGLE - 4" O/C CONTINUOUS HORIZONTAL STEEL CHANNEL.

3

WINDOW TYPES - GENERAL NOTES 5 2

7 A302

9

AL-16

2

2

7 A302

AL-17

2

7 A302

1. SEE FINISH PLANS FOR GLASS PANELS WITH APPLIED WINDOW FILM.

DOOR SCHEDULE, DETAILS, AND PARTITION TYPE INDICATOR

AL-18

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PARTITION TYPES - STEEL STUD SCALE: 1" = 1'-0"

TYPE D1 - FULL HEIGHT DESCRIPTION: 5/8" TILE BACKER BOARD -INSTALL ALONG INTERIOR OF TOILET ROOM. 5/8" GYPSUM WALLBOARD, TYPE "X" 3 5/8" METAL STUD AT 16" O.C.

5/8"

3" ACOUSTIC INSULATION

3"

5/8" 5/16"

5/16"

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

STUD WIDTH:

PTN WIDTH:

UL DESIGN:

FIRE RATING:

D1

3 5/8"

6 1/8"

NA

NA

STC: W/O W/ INSUL INSUL

3"

5/8" 5/16"

5/16" 3" x 3" x 1/4" STEEL ANGLE KICKERS AT 48" O.C.

PARTITION TYPE B3 INFILL AROUND STEEL ANGLE FRAME

NOTES:

5/8"

3" x 3" x 1/4" STEEL ANGLE KICKERS AT 48" O.C.

PARTITION TYPE B3 INFILL AROUND STEEL ANGLE FRAME

3" x 3" x 1/4" VERTICAL STEEL ANGLE SUPPORTS AT 48" O.C. - ANCHOR TO CONTINUOUS STEEL CHANNEL AND CONCRETE FLOOR ABOVE WITH STANDARD CLIP ANGLES.

3" x 3" x 1/4" VERTICAL STEEL ANGLE SUPPORTS AT 48" O.C. - ANCHOR TO CONTINUOUS STEEL CHANNEL AND CONCRETE FLOOR ABOVE WITH STANDARD CLIP ANGLES.

3 5/8" STEEL STUD FRAMING TRACK

3 5/8" STEEL STUD FRAMING TRACK

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

Consultants

Certification

5/8"

8" 2 1/2"

5/8"

1 1/2"

RECESSED ALUMINUM TRACK

HOLLOW METAL FRAME

SEE A209A / A209B FOR CEILING TYPE

2 7/8" 2 7/16"

09.26.13

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 7/16" FIXED GLASS DOOR PANEL

2 7/16"

Signature

DAVID NORBACK

SLIDING GLASS DOOR PANEL

Registration Number

5 3/4"

5 3/4" Date

TYPICAL DOOR HEAD DETAIL

1

11902

5/8" GYPSUM BOARD

Date

GLASS PANEL

2 7/16"

DAVID NORBACK

Registration Number

SLIDING DOOR HEAD ASSEMBLY SEE A209A / A209B FOR CEILING TYPE

WOOD DOOR SEE DOOR SCHEDULE

HOLLOW METAL FRAME

BOTTOM OF WALL VARIES 5/8" GYPSUM BOARD

Signature PLYWOOD BACKING

1/8" SEALANT JOINT

5/8"

2"

HOLLOW METAL FRAME

PLYWOOD BACKING

JAMB ANCHORS 3 PER JAMB

2"

HEADER BY STEEL STUD SUPPLIER

BOTTOM OF WALL VARIES

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.

B.O. STEEL CHANNEL

WOOD SHIM

5/8"

DOUBLE STUDS AT JAMBS (TYPICAL)

2 3/4"

SEE PLANS FOR PARTITION TYPE

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

SOLID FIRE TREATED WOOD BLOCKING

1 1/2"

B.O. STEEL CHANNEL

3 5/8" STEEL STUD FRAMING

C3 x 4.1 - CONTINUOUS STEEL CHANNEL

SOLID FIRE TREATED WOOD BLOCKING

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

2 3/4"

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

WOOD DOOR SEE DOOR SCHEDULE

C3 x 4.1 - CONTINUOUS STEEL CHANNEL

8"

4 7/8"

4 7/8"

2

3" = 1'-0"

TYPICAL DOOR JAMB DETAIL

5

3" = 1'-0"

GLASS PARTITION HEAD DETAIL

6

3" = 1'-0"

11902 09.26.13

Project For

SLIDING PARTITION DOOR HEAD DETAIL 3" = 1'-0"

6 1/8"

6 1/8"

DASHED LINES INDICATE CONDITION AT WALL CORNER 5/8" TYPE "X" GYP. BD.

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

PARTION TYPE B3

5/8" TILE BACKER BOARD

5/8"

GLASS PANEL

1/8" SEALANT JOINT

FIXED GLASS PANEL

2"

GLAZING SPACER ALUMINUM BASE TRACK ANCHORED TO EXISTING SLAB

JAMB ANCHORS 3 PER JAMB

VINYL BASE - SEE FINISH PLAN

5/8"

2" 5/8"

WOOD DOOR SEE DOOR SCHEDULE

WOOD DOOR SEE DOOR SCHEDULE

5/8"

HOLLOW METAL FRAME

4

SIEBENS BUILDING NINTH LEVEL

ALUMINUM BASE TRACK BELOW RECESSED ALUMINUM TRACK

7 1/8"

3" = 1'-0"

DEVELOPMENT DEPARTMENT CONSOLIDATION AND REMODELING

5/8"

WOOD SHIM

7/8"

7 1/8"

DOOR HEAD DETAIL AT 7 1/8" FRAME

3

5/8"

DOUBLE STUDS AT JAMBS (TYPICAL)

3 5/8" STEEL STUD FRAMING

HEADER BY STEEL STUD SUPPLIER

HOLLOW METAL FRAME

3 5/8"

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

2 7/16"

SEE PLANS FOR PARTITION TYPE

5/8"

5/8" GYPSUM BOARD

2 7/16"

3 5/8"

PLYWOOD BACKING

1"

5/8"

1/8" SEALANT JOINT

5/8" TILE BACKER BOARD

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

7

GLASS PARTITION BASE DETAIL

8

3" = 1'-0"

GLASS PARTITION JAMB DETAIL AT GYPSUM BOARD WALL END / CORNER 3" = 1'-0"

5/8" GYPSUM BOARD

Project No. 3 5/8" METAL STUDS - SEE PARTITION TYPES.

PARTITION TYPE B3 ABOVE 5/8" GYPSUM BOARD

5/8" GYPSUM BOARD

Drawn By

DOUBLE STUDS AT JAMB TYPICAL

ALUMINUM TRACK - SURFACE MOUNTED TO EXISTING COLUMN

3'-0" CASED OPENING

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

GYPSUM BOARD CEILING

2 1/2"

4 7/8"

2 7/16" 2 7/16"

WOOD SHIM

SLIDING DOOR HEAD ASSEMBLY

GLASS PARTITION JAMB DETAIL 3" = 1'-0"

10

GLASS PARTITION JAMB AT COLUMN DETAIL 3" = 1'-0"

09/26/13

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.

SLIDING GLASS DOOR PANEL

5/8" SLIDING GLASS DOOR PANEL VALANCE AND DOOR GUIDE

11

GLASS SLIDING DOOR HEAD DETAIL AT CASED OPENING 3" = 1'-0"

Revisions

12

No.

2"

2 1/4"

ALUMINUM BASE TRACK BELOW

8'-9 1/2" A.F.F.

5/8" GYPSUM BOARD

EXISTING CONCRETE COLUMN

9

MSB

© Copyright RSP Architects 2013. All rights reserved.

FIXED GLASS PANEL

RECESSED ALUMINUM TRACK

Checked By Date

3 5/8"

2 7/16" 2 7/16"

1/8" SEALANT JOINT

BCS, JRF

5/8"

4 1/4"

FIXED GLASS PANEL

6287.047.02

Date 9/26/13

Description CONSTRUCTION ISSUE

GLASS SLIDING DOOR JAMB DETAIL AT CASED OPENING 3" = 1'-0"

INTERIOR GLAZING DETAILS, DOOR DETAILS, AND PARTITION TYPES

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8

9

8' - 4 1/4" 18' - 9" 1 A802

5"

2 A802

3X5 RECESSED CABLE NOOK - SEE ELECTRICAL

PLASTIC LAMINATE FACED COUNTERTOP ANCHORED TO STEEL TUBE FRAME

8' - 11 1/2"

EQEQ

5"

4' - 5 3/4"

4' - 5 3/4"

4' - 5 3/4"

5' - 11 11/16"

5' - 11 11/16"

11

5' - 1"

EQEQ

2" FACE OF GYP BD - ALIGN WITH INSIDE OF ALUMINUM TUBE ABOVE.

5' - 11 11/16"

1"

ABOVE BELOW

4' - 5 3/4"

6 A802

10

6"

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

VARIES - FIELD VERIFY LOCATIONS 5/8" GYP BD

4"

9 A802

8 A802

EXISTING CONCRETE COLUMN

2' - 6"

1' - 0"

1"X5"X1/4 EXTRUDED ALUMINUM ADD ALTERNATE NO.1

1/4 2 3/16" DIA. SMOOTH ROD WITH THREADED ENDS - SEE SHEET A801 FOR LOCATIONS 3"X3"X1/4" ANGLE

PLASTIC LAMINATE FACED COUNTER TOP

1"

1"

6"

PLASTIC LAMINATE FACED VERTICAL PANELS

FACE OF ALUMINUM TUBE FRAME ABOVE - ADD ALT. NO.1

ENLARGED WORK AREA AND PRINTER CABINET AND RECYCLE/TRASH CONTAINER STORAGE

1

6"

2" 7 A802

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

5' - 0"

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

2" X 3" STEEL TUBE - PAINT PT-10

2' - 0"

4' - 10"

2" X 3" X 1/4" STEEL TUBE - PAINT PT-10

RECYCLING AND TRASH CONTAINERS (BY MAYO) 11" W X 1'-8"D X 2'-6"H

2' - 4"

1' - 0"

PANEL JOINT

2' - 0"

2' - 6" 2' - 6"

5' - 0"

C

PANEL JOINT

3" x 3" X 1/4" STEEL TUBE 3" x 4" X 1/4" STEEL TUBE SUPPORTS W/ STEEL BOTTOM FRAME - PAINT PT-10 PLATES- PAINT PT-10

FACE OF COUNTERTOP TOP AT 3'-6" AFF

3"X3"X1/4"X11" ANGLE WITH (2) 1/2" DIA. EXPANSION ANCHORS (3 1/2" EMBED)

3/4" = 1'-0"

1' - 0"

3' - 5"

1" = 1'-0"

18' - 9"

3' - 5"

3' - 5"

4 A802

3' - 5"

3' - 5"

8"

Signature

DASHED LINE INDICATES FACE OF CEILING SYSTEM ABOVE

Date

1' - 0"

1' - 0"

1' - 0"

7 A802

1"X5"X1/4" TUBE FRAME - PAINT PT10 - ADD ALT NO. 1

10' - 9" 3' - 3 11/16"

3' - 3 11/16"

1 A802

EQEQ

2 A802

ABOVE BELOW

8 A802

1" 6"

3 5/8" METAL STUDS AT 16" OC

1"X5"X1/4 EXTRUDED ALUMINUM - ADD ALTERNATE NO.1

4' - 7 3/4"

3"X3"X1/4" STEEL TUBE SUPPORTS WITH 1/4" STEEL BOTTOM PLATE PAINT PT-10

2' - 6"

PANEL JOINT

PLASTIC LAMINATE FACED VERTICAL PANELS

2"X3"X1/4" STEEL TUBE - PAINT PT-10

5' - 0"

4' - 10"

1' - 0" 2' - 0"

9 A802

1' - 0"

2"

7 A802

1' - 0"

10' - 9"

1' - 0"

OPENINGS IN CEILING PANEL FOR LIGHT FIXTURES (TYP.)

1' - 3"

1' - 4"

6 A802

BP

Checked By

MLK

Date

DASHED LINE INDICATES FACE OF CEILING SYSTEM ABOVE

09/26/13

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

Revisions No.

8"

3 5/8" METAL STUDS AT 16" OC 5/8" GYP BD

6287.047.02

Date 9/26/13

Description CONSTRUCTION ISSUE

3"X3"X1/4" STEEL TUBE SUPPORTS WITH 1/4" STEEL BOTTOM PLATE - PAINT PT-10

2"x2"x1/8"x4"L ALUMINUM ANGLE ATTACHED TO ALUMINUM TUBE ANCHOR 3/4" HDF PANELS TO ANGLES FROM TOP OF PANEL

RECYCLING AND TRASH CONTAINERS (BY MAYO) 11" W X 1'-8"D X 2'-6"H

1"X6"X1/4" EXTRUDED ALUMINUM TUBE FRAME - PAINT PT-10

1' - 2 1/2"

5 A802

1' - 3"

1' - 3"

1' - 2 1/2"

4 A802

1"X6"X1/4" EXTRUDED ALUMINUM TUBE FRAME - PAINT PT-10

1"

1' - 2 1/2"

3 A802

2 3/4"

PLAM FACED COUNTERTOP FOR PRINTER - TOP AT 2'-6" AFF

2' - 6"

TYP

2 3/4"

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FACE OF GYP BD ALIGN WITH INSIDE OF ALUMINUM TUBE ABOVE.

Project No.

SEAL TOP AND EDGES OF HDR PANELS WITH CLEAR SEALER

5 A802

ENLARGED SUSPENDED ACCENT CEILING PLAN - ADD ALT. NO. 1

5' - 0"

4' - 10"

5 A802

1"X6"X1/4" EXTRUDED ALUMINUM TUBE FRAME - PAINT PT-10

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2"x2"x1/8"x4"L ALUMINUM ANGLE ATTACHED TO ALUMINUM TUBE ANCHOR 3/4" HDF PANELS TO ANGLES FROM TOP OF PANEL

2' - 6"

1/8" REVEAL JOINT

C

3/4" = 1'-0"

9 A802 3/8" TEMPERED GLASS PANEL

OPENINGS IN CEILING PANEL FOR LIGHT FIXTURES (TYP.)

2' - 0"

3' - 0 5/16"

4 A802

1 1/2"X3"X1/4" EXTRUDED ALUMINUM TUBE CROSS MEMBERS - PAINT PT-10

3/4" HDF BOARD CEILING PANEL - PAINT PT-7

4' - 5"

1' - 2 1/2"

2 1/2"

3' - 3 1/4" 3' - 0 5/16"

SIEBENS BUILDING NINTH LEVEL

Drawn By

PLASTIC LAMINATE FACED MDF COUNTER TOP ANCHOR TO STEEL TUBE FRAME

1"

3' - 0 5/16" 1 1/2"X3"X1/4" EXTRUDED ALUMINUM TUBE CROSS MEMBERS

1' - 3"

3/4" HDF BOARD CEILING PANEL PAINT PT-7

3' - 3 1/4"

DEVELOPMENT DEPARTMENT CONSOLIDATION AND REMODELING

2"x3"x1/4"x4"L ALUMINUM ANGLE ANCHORED TO 1"X5" ALUMINUM TUBE - SUSPEND ALUMINUM FRAME W/ SMOOTH 3/16" DIA. RODS W/ THREADED END (PAINT PT-10) ANCHORED TO EXISTING FLOOR STRUCTURE ABOVE - SEE DETAIL 7/A801

CENTERLINE OF ALUMINUM TUBE

PLAM FACEDD VERTICAL PANELS - TOP OF WALLS AT 3'-6" AFF

1/2"

2' - 0"

5' - 3 1/4"

1"X6"X1/4" EXTRUDED ALUMINUM TUBE FRAME PAINT PT-10

3' - 3 1/4"

5' - 3 1/4" 8"

FACE OF COUNTERTOP TOP AT 3'-6" AFF

3' - 5 3/4"

ENLARGED WORK AREA AND PRINTER CABINET AND RECYCLE CONTAINER ALCOVE 3 3/4" = 1'-0"

3" x 4" X 1/4" STEEL TUBE FRAME PAINT PT-10

4' - 7 3/4"

FACE OF ALUMINUM TUBE FRAME ABOVE - ADD ALT. NO.1

3 A802

3/8" TEMPERED GLASS PANEL

6' - 11 1/2"

FACE OF COUNTERTOP AT 3'-6" AFF

1" 3" x 3" 1/4" STEEL TUBE SUPPORTS W/ BOTTOM PLATES - PAINT PT-10

Project For CENTERLINE OF ALUMINUM TUBE

3' - 6 3/16"

6"

3X5 RECESSED CABLE NOOK - SEE ELECTRICAL

EQEQ

PLASTIC LAMINATE FACED COUNTER TOP FOR PRINTER TOP AT 2'-6" AFF

2" X 3" X 1/4" STEEL TUBE PAINT PT-10

2" X 3" X 1/4" STEEL TUBE PAINT PT-10

2' - 6"

C

5' - 0"

8 A802

1"

SEAL TOP AND EDGES OF HDR PANELS WITH CLEAR SEALER

FACE OF ALUMINUM TUBE FRAME ABOVE ADD ALT. NO. 1

2' - 6"

2' - 0"

2' - 4"

RECYCLING AND TRASH CONTAINERS (BY MAYO) 11" W X 1'-8"D X 2'-6"H

1' - 0"

5/8" GYP BD

4' - 10"

09.26.13

3' - 3 1/4"

3' - 3 11/16"

5"

Date

2' - 6"

3' - 3 1/4"

EQEQ

4' - 11 1/2"

14' - 9"

2"

4' - 11 1/2"

3X5 RECESSED CABLE NOOK - SEE ELECTRICAL

14' - 9"

5"

3"X4"X STEEL TUBE FRAME PAINT PT-10

PLASTIC LAMINATE FACED MDF COUNTERTOP ANCHORED TO STEEL TUBE FRAME

2' - 6"

3' - 5 3/4"

3' - 0"

ABOVE BELOW

2"x3"x1/4"x4"L ALUMINUM ANGLE ANCHORED TO 1"X5" ALUMINUM TUBE - SUSPEND ALUMINUM FRAME W/ SMOOTH 3/16" DIA. RODS W/ 1" THREADED END (PAINT PT-10) ANCHORED TO EXISTING FLOOR STRUCTURE ABOVE - SEE DETAIL 7/A801

11902

4' - 2 1/2"

9' - 10 1/4"

2 A802

3' - 5 3/4"

3

1 A802

6"

6' - 11 1/2"

3/4" = 1'-0"

FACE OF GYP BD - ALIGN WITH INSIDE OF ALUMINUM TUBE ABOVE.

4

1' - 0"

2' - 0"

3' - 5 3/4"

1 1/2" x 3" ALUMINUM TUBE BAR CROSS MEMBERS - PT-10

4' - 7 3/4"

1" x 6"X 1/4" ALUMINUM TUBE FRAME - PAINT PT-10

3/4" HDF BOARD CEILING PANEL PAINT PT-7

ENLARGED SUSPENDED ACCENT CEILING CLOUD - ADD ALT. NO.1 6 A802

3

2' - 0"

5' - 0"

2 3/4"

6"

1"

4' - 2 1/2"

4' - 10"

4' - 2 1/2"

2 1/2"

1"

Registration Number

2 3/4"

4' - 2"

2"x3"x1/4"x4"L ALUMINUM ANGLE ANCHORED TO 1"X5" ALUMINUM TUBE - SUSPEND ALUMINUM FRAME W/ SMOOTH 3/16" DIA. RODS W/ THREADED END (PAINT PT-10) ANCHORED TO EXISTING FLOOR STRUCTURE ABOVE - SEE DETAIL 7/A801

2' - 6"

1' - 0" 3/8" TEMPERED GLASS PANEL W/ FILM

2

4' - 2"

1"X6"X1/4" EXTRUDED ALUMINUM TUBE FRAME - PAINT PT-10

2' - 6"

DAVID NORBACK

5

1' - 4"

4' - 2"

3"X3"X1/4" STEEL TUBE SUPPORTS WITH 1/4" STEEL BOTTOM PLATE PAINT PT-10

Signature

4 7/8"

1"

4' - 2"

5' - 0"

2 1/2"

2' - 6"

2 1/2"

1/8" REVEAL JOINT

5

3' - 6 3/16"

1/8" REVEAL JOINT

TYP

1' - 2 1/2"

1' - 4"

09.26.13

2' - 0"

1' - 3"

4' - 10"

5' - 0"

C

5 A802

1' - 3"

3 A802

2"x2"x1/8"x4"L ALUMINUM ANGLE ATTACHED TO ALUMINUM TUBE ANCHOR 3/4" HDF PANELS TO ANGLES FROM TOP OF PANEL

3' - 6 3/16"

2' - 0"

1' - 0"

3' - 7 5/8"

3' - 3 1/4"

3' - 7 5/8"

5"

3' - 7 5/8"

EQEQ

3' - 7 5/8"

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.

1' - 2 1/2"

2' - 0"

2' - 6"

2 1/2"

5 A802

DAVID NORBACK

Registration Number

OPENINGS IN CEILING PANEL FOR LIGHT FIXTURES (TYP.)

1"

CENTERLINE OF ALUMINUM TUBE

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.

CLOUD SUPPORT DETAIL - ADD ALTERNATE NO. 1

7 8

Certification

EXISTING CONCRETE JOIST

1/2"

3" x 3" STEEL TUBE SUPPORTS

Consultants

2' - 4"

A

2"

2' - 6"

5' - 0"

ENLARGED PRINTER WRAP PLANS AND REFLECTED CEILING PLANS

EXISTING CONCRETE COLUMN

5

ENLARGED WORK AREA AND PRINTER CABINET AND RECYCLIE CONTAINER ALCOVE 3/4" = 1'-0"

6

ENLARGED SUSPENDED ACCENT CEILING CLOUD - ADD ALT. NO. 1 3/4" = 1'-0"

A801


5"

4"

EQ 3/8"

5"

4

1' - 0" TO GRID

EQ 5/8"

3 5/8"

3" = 1'-0"

3/8"

3" = 1'-0"

CEILING EDGE DETAIL - ADD ALTERNATE NO.1

CEILING EDGE DETAIL - ADD ALTERNATE NO.1

5

3" = 1'-0"

3" = 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.

EQ 5"

Signature

DAVID NORBACK

Registration Number

CORNER DETAIL - ADD ALTERNATE NO.1 3" = 1'-0"

Date

11902 09.26.13

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"

GLASS PANEL BEYOND

ALUM FRAME AND STOPS BEYOND ADD ALT. NO.1

2' - 3"

GYP. BD. BEYOND

1"

5/8" GYP. BD. PLAM TRIM EDGE

3/4"

T.O. WALL 104'-4"

1' - 6"

2X FIRE TREATED WOOD BLOCKING

1"

1/2"

3/4" 3/4"

T.O. COUNTERTOP 103'-6"

T/O STEEL 103'-4 1/2"

4"

HARDWARE: HAFELE 112.83.900

TOP OF PLAM DIVIDER BEYOND

3/4"

3 1/2"

1 1/2"

T/O COUNTERTOP 103'-6"

6"

3 5/8" STEEL STUDS

3/4"

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

2' - 6"

ALUMINUM FRAME BEYOND - ADD ALT. NO.1

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

09.26.13

T/O WALL 104'-0"

10"

GYP. BD. BEYOND

Date

11902

Project For

3 5/8" STEEL STUDS

3/4" PL-2 COUNTERTOP WITH 3/4" MDF BACKER BOARD

METAL CHANNEL

DAVID NORBACK

Registration Number

4 7/8"

PLAM EDGE

5/8" GYP. BD.

T/O WALL 104'-4" 2 LAYERS 1" PLAM PANELS

Signature

ALUM. STOPS BEYOND

3/8" TEMPERED GLASS PANEL ADD ALT. NO.1

2"x4" STEEL TUBE FRAME

DEVELOPMENT DEPARTMENT CONSOLIDATION AND REMODELING

3/4" PLAM COUNTERTOP WITH 3/4" MDF BACKER BOARD

REVEAL BEYOND

BASE - SEE FINISH PLANS

SIEBENS BUILDING NINTH LEVEL

2"x4" STEEL TUBE FRAME 3"x4" STEEL TUBE FRAME - PAINT (PT-10)

EQ 5/8"

EQ

EQ 3 5/8"

5/8"

5 1/2"

5/8"

4 7/8"

1 1/2"

PLAM BASE

6"

3/4"

1"

3/4"

Consultants

4' - 10" 2' - 5"

1/2" 1/2"

1" 1 1/8"

EQ

5/8"

3

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

Certification

1 1/8" 1"

EQ

JAMB DETAIL AT GYP WALL

2

3/4"

3/8"x3 1/2"x8" STEEL BASE PLATE

4 7/8"

1

1 1/2"

1'-4" DIA. OPENING IN CEILING PANEL

2' - 6" TO GRID

3/8" TEMPERED GLASS PANEL

EQ

JAMB DETAIL AT GLASS

1 1/4" 1" 1'-4" DIA. OPENING IN CEILING PANEL

3"x3" STEEL TUBE SUPPORT COLUMN

1" 1 1/8"

3/4"

2 1/4" 3/4"

3/4"

1"

1 1/8" 1"

1"

3/4"

3" 6"

1' - 6"

2' - 6" TO GRID

2 3/4"

T.O. ALUM FRAME 108'-8"

T.O. ALUM FRAME 108' - 8"

5/8" GYP BD

3/8" GLASS PANEL

8"

3"

NEOPRENE GASKET OR GLAZING SEALANT

1' - 0"

1' - 0"

4"

2 1/2"

3 5/8" METAL STUD FRAMING

6"

3/4"

B.O. ACT 109'-0"

1/2" ALUMINUM REVEAL

3/4" x 1" ALUMINUM BAR STOPS

GYP WALL BELOW

4"

4"

1"

1" X 5"

1/2"

1"

1" X 5"

2 1/4"

5"

PREFINISHED ALUM. EDGE TRIM ATTACHED TO SUSPENDED CEILING GRID

EQ 3 5/8"

5/8"

4 7/8" 1' - 5 1/2"

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

6

PRINTER STAND SECTION

7

1 1/2" = 1'-0"

WALL DETAIL

8

3" = 1'-0"

COUNTERTOP DETAIL

9

3" = 1'-0"

WALL DETAIL 3" = 1'-0"

Project No.

3' - 0" 9"

9"

1/2"

9"

Drawn By

1' - 6" 9"

1/2" SOLID SURFACE TOP AND APRON - SSM-2

1/2"

1' - 6"

6287.047.02

1/2" SOLID SURFACE TOP AND APRON -SSM-2

BP

Checked By

MLK

Date

09/26/13

3" 3/4"

3" 3/4"

4 3/4"

3/4" FIRE TREATED PLYWOOD SHEATHING 3/8" FIRE TREATED PLYWOOD SHEATHING ATTACHED TO STEEL CHANNEL (2 LAYERS)

1/2" FIRE TREATED PLYWOOD SHEATHING

C6X5 STEEL CHANNEL C6X5 STEEL CHANNEL

2"X3"1/4" STEEL TUBE (SEE PLAN) WELD TO STEEL CHANNELS 3/8" FIRE TREATED PLYWOOD SHEATHING

3/8"

3"

STEEL 2"X2"X1/4"X6" LONG STEEL ANGLE CLIPS WELDED TO CHANNEL (2 LOCATIONS EACH CHANNEL)

3' - 6" TO TOP OF SOLID SURFACE

3' - 6" TO TOP OF SOLID SURFACE

WELD VERTICAL TUBE TO HORIZONTAL CHANNEL

HIVE COUNTER DETAIL 3" = 1'-0"

\\minfs02.rsparch.internal\RSPUsers$\jandring\Documents\DeptofDev_2012_jandring.rvt 9/26/2013 6:14:52 PM

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No.

Date 9/26/13

Description CONSTRUCTION ISSUE

3/8" TOP PLATE WELDED TO VERTICAL TUBE WELD CHANNEL TO TOP PLATE STEEL CHANNEL BEYOND 2"X3"X1/4" STEEL TUBE (SEE PLAN) - WELD TO HORIZONTAL STEEL CHANNELS 3/4" FIRE TREATED PLYWOOD SHEATHING

3/8" PLASTIC LAMINATE OVER MDF - PL-2

1/2" SOLID SURFACE SSM-2

2 1/2"X1/2"X9" LONG STEEL PLATE WELDED TO VERTICAL STEEL TUBES - ATTACH TO EXISTING FLOOR WITH (2) 1/2" EXPANSION ANCHORS WITH 2 1/2" EMBEDMENT

2 1/2"X1/2"X9" LONG STEEL PLATE WELDED TO VERTICAL STEEL TUBES - ATTACH TO EXISTING FLOOR WITH (2) 1/2" EXPANSION ANCHORS WITH 2 1/2" EMBEDMENT

EXISTING CONCRETE FLOOR

EXISTING CONCRETE FLOOR

3/8"

1/2"

2 1/2" 3/4"

4 1/2"

10

© Copyright RSP Architects 2013. All rights reserved.

Revisions

STEEL 2"X2"X1/4"X6" LONG STEEL ANGLE CLIPS WELDED TO CHANNEL (2 LOCATIONS EACH CHANNEL)

3/4" FIRE TREATED PLYWOOD SHEATHING

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.

11

HIVE END WALL DETAIL 3" = 1'-0"

5"

1/2"

PRINTER WRAP SECTIONS AND DETAILS

3/4"

A802


2 A803

5

6

15 /8"

5

A301 WELD 1/4" END PLATE AT EACH END OF CHANNEL - GRIND SMOOTH

8

3 A803 5' - 4 5/8"

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

CENTER POINT ON GRID LINE

C

A301

9

R " -7 6'

'R6

5 A924

" 10

R1 2' 6"

Consultants

UTILITY

43.0 0°

CONFERENCE ROOM

12

A902

3 A803 Certification

13

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' - 4 5/8"

Signature

DAVID NORBACK

Registration Number Date

11902 09.26.13

/4" 73

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.

C 3'

EXISTING COLUMN

2"

2 AXXX

Signature

DAVID NORBACK

Registration Number Date

6'

78 A931

11902 09.26.13

Project For

0" 11 A902

DASHED CIRCLE REPRESENTS LOCATION OF CUT OUT IN CHANNEL FOR EXPANSION ANCHOR BOLT - ANCHORS SHALL BE LOCATED AT A MINIMUM OF 2'-0" O.C. AND AT EACH END - SEE DETAIL 3/A803 FOR ADDITIONAL INFORMATION

10.00°

R6 0" '- 1

- 7"

DEVELOPMENT DEPARTMENT CONSOLIDATION AND REMODELING

- 8"

R 6'

R 6'

0"

" '- 9 R 6

6'

LIVING ROOM

6 A924

6'

SIEBENS BUILDING NINTH LEVEL

0"

3 A803

5' -1 1 /2 "

B

3' 2" " 3/4 11

TYPICAL PATTERN - REPEAT 3 "

1

2 "

1 " 1"

3"

1 "

2 "

3"

1"

2"

1"

2 "

3 "

HIVE CURVED GLASS WALL PLAN 1/2" = 1'-0"

C3X6 BOTTOM CHANNEL

1 5 /8 "

Project No.

6287.047.02

CENTERLINE OF BAR STOCK

1 /2 "

1 /2 " 1 /2 "

1/ 2" 1/ 2"

1 /2 " 1 /2 "

1/ 2"

1/ 2"

1/ 2"

1/ 2" 1 /2 "

1/4" BAR STOCK - TYPICAL

Drawn By

BP

Checked By

MLK

Date

2 3" 1"

1"

ENLARGED METAL CURVED SCREN WALL PLAN 1 1/2" = 1'-0"

09/26/13

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

1"

1/2"

Revisions

CENTERLINE OF 1/4" STEEL BARS

1/4" VERTICAL STEEL BAR STOCK WELD TO STEEL CHANNEL AND STEEL PLATE TOP SEE PLAN FOR LAYOUT

4' - 0" TO TOP OF PLATE WALL

No.

TOP OF CURVED WALL 104' - 0"

Date 9/26/13

Description CONSTRUCTION ISSUE

3"X1/2" CONTINUOUS ROLLED STEEL PLATE - SEE FLOOR PLAN FOR RADIUS

NOTE: PRIME AND PAINT ALL EXPOSED STEEL

BONDO HOLE IN CHANNEL AND PREPARE FOR PAINTING

1 5/8"

6"X2"X1/2" STEEL PLATE SHIM WELD TO BACKSIDE OF STEEL CHANNEL - HOLE THRU CHANNEL TO BE DRILLED THRU SHIM

NINTH FLOOR 100' - 0"

6"X 2 1/4"X1/2 STEEL PLATE WELDED TO SHIM AND STEEL CHANNEL

C3X6 ROLLED STEEL CHANNEL - SEE FLOOR PLAN FOR RADIUS

ENLARGED CURVED GLASS WALL PLANS, SECTION AND DETAILS

3

METAL CURVED SCREEN WALL SECTION 3" = 1'-0"

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A803


1"

4"

BD LAYOUT TYPE C

BD LAYOUT

3"

4"

BD LAYOUT TYPE C

TYPE D

6 A930

3

1"

7 A930

14

PT-10

24

1/2"

1 2 3 4 5 6 7

PT-2

16

6

10' - 6"

9' - 0"

7' - 8"

15

8' - 0"

7' - 8"

4

12

1

8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 52 53 54 55 56 58 59

17

1 1/2"

15

1

7 1' - 10"

2 1/2"

EQ

4"

1' - 0"

4

EQ

3 5/8" 10"

1"

4' - 0"

4' - 0"

1"

4' - 7"

4

4

4"

5' - 6"

1' - 9"

19

8' - 0"

1' - 9"

28

5

1

KEYNOTES - INTERIOR ELEVATION

22

8 8' - 9 1/2"

9' - 0"

4 A925

1

15

15

PT-2

9

8 A930

1/2"

5" 7" 4" 4"

5' - 0"

10 7/8"

LIBRARY - RM. 9-06 - SOUTH

LIBRARY - RM. 9-06 - WEST

2

3/8" = 1'-0"

CORRIDOR OUTSIDE OF CONFRENCE ROOMS 9-04 & 9-05 - NORTH

3

3/8" = 1'-0"

3/8" = 1'-0"

12 A930

11 A930 3' - 0"

EQ

3' - 0"

3' - 0"

3' - 0"

3' - 0"

EQ

1/2"

PT-11 TYP

3' - 0"

19

15

TYP.

11' - 6"

15

33

9' - 0"

9' - 0"

1 33

4

4

20' - 0"

20' - 0"

V.I.F.

V.I.F.

LOUNCE SPACE / CURTAIN WALL - NORTH

5

3/8" = 1'-0"

1

4" BD LAYOUT 3"

BD LAYOUT

4" BD LAYOUT 3"

BD LAYOUT

TYPE B

TYPE A

TYPE B

TYPE A

TYPE B

TYPE A

Signature Registration Number Date

11902 09.26.13

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

Signature

DAVID NORBACK

Registration Number Date

11902 09.26.13

Project For

5' - 6" 3' - 6"

DAVID NORBACK

DEVELOPMENT DEPARTMENT CONSOLIDATION AND REMODELING

3

8' - 9 1/2"

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.

8" 4"3"

7

1 1/2"

8

Certification

SIEBENS BUILDING NINTH LEVEL

5

4

2 A930

7

2' - 11"

1/4"

2' - 11"

1/4"

2 1/2"

1' - 0"

11

2' - 4 1/2"

15

1

15

13 A930

BD LAYOUT

28

9' - 0"

32

Consultants

3/8" = 1'-0"

3

14

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

COAT AREA - SOUTH

2" 4" 4" BD LAYOUT 3"3" 3"4" BD LAYOUT 3" TYPE A

GYP. BD. PAINTED - SEE FINISH PLANS 1/4" GYP. BD. REVEAL GLASS PARTITION SYSTEM - SEE PLANS AND SHEET A301 FOR ALUMINUM FRAME TYPES BASE - SEE FINISH PLANS METAL BASE - SEE 10/A925 EXISTING CONCRETE COLUMN TO REMAIN. WOOD PANEL FEATURE WALL - SEE SHEET A925 FOR BOARD LAYOUT TYPES - ADD ALTERNATE NO. 2 AND 3 WALL MOUNTED VIDEO DISPLAY MONITOR - PROVIDE SOLID WOOD BLOCKING BEHIND MONITOR WOOD TRIM AROUND MONITOR - SEE 4/A925. PAINT TO MATCH ADJACENT WOOD WALL - ADD ALTERNATE NO. 2 AND 3. 12" DEEP PLASTIC LAMINATE WALL CABINETS (PL-1) 24" DEEP PLASTIC LAMINATE BASE CABINETS (PL-1) 24" DEEP WALL MOUNTED PLASTIC LAMINATE CREDENZA (PL-1) 20" DEEP PLASTIC LAMINATE COUNTERTOP (PL-2) 25" DEEP PLASTIC LAMINATE COUNTERTOP (PL-2) PLASTIC LAMINATE FILLER PANEL (PL-1). 18" DEEP GLASS SHELVING ON ADJUSTABLE STANDARDS. 15" DEEP PLASTIC LAMINATE STORAGE UNIT (PL-1) 18" DEEP PLASTIC LAMINATE STORAGE UNIT (PL-1) 24" DEEP PLASTIC LAMINATE STORAGE UNIT (PL-1) 24" DEEP HINGED BROCHURE SHELVING. GYP. BD. SOFFIT PAINTED - SEE CEILING PLANS SLIDING GLASS DOOR SYSTEM WITH OVERHEAD TRACK HEAD ASSEMBLY- SEE DOOR SCHEDULE FILE CABINET SYSTEM - SEE FURNITURE DRAWINGS ADD RECESSED SPOT LIGHT FIXTURES 2'-0" ON CENTER. REFRIGERATOR - SEE EQUIPMENT SCHEDULE WALL MOUNTED VIDEO DISPLAY MONITOR. FURNITURE - SEE FURNITURE PLANS CENTERLINE OF MONITOR. 26" DEEP PLASTIC LAMINATE COUNTERTOP (PL-2) 38" DEEP PLASTIC LAMINATE COUNTERTOP (PL-2) PLASTIC LAMINATE END PANEL. EXISTING EXTERIOR WINDOW SYSTEM TO REMAIN. EXISTING EXTERIOR WINDOW SYSTEM - PAINT EXISTING MULLIONS (PT-11) NOT USED. PLASTIC LAMINATE MAIL DRAWER CABINET WITH INTERNAL DIVIDERS (PL-1) 18" DEEP PLASTIC LAMINATE BASE CABINETS (PL-1) SEE FINISH PLANS FOR WALL FINISH. GRAPHIC DISPLAY - SEE FINISH PLANS 24" DEEP PLASTIC LAMINATE COUNTERTOP OPEN KNEE SPACE. PLASTIC LAMINATE DRAWER CABINETS (PL-1) 29" DEEP PLASTIC LAMINATE BASE CABINET (PL-1) 25" DEED SOLID SURFACE COUNTERTOP (SSM-1) ALUMINUM CHANNEL FRAME, PAINTED (PT-10) - ADD ATLERNATE NO. 1. 48" DEEP PLASTIC LAMINATE COUNTERTOP (PL-2) STEEL TUBE FRAME BEYOND, PAINTED (PT-10) PLASTIC LAMINATE PRINTER STAND AND ENCLOSURE 3/8" TEMPERED GLASS PANEL (GL-1) SEE FINISH PLANS FOR FILM - ADD ALTERNATE NO.1. PENDANT LIGHT FIXTURES. BOTTOM OF FIXTURE AT 6'-0" AFF, SEE ELECTRICAL. PREFINISHED ALUMINUM CEILING EDGE TRIM BEYOND EXISTING STONE VENEER EXISTING ELEVATOR HOISTWAY DOORS STAINLESS STEEL RAIL FOR SMOKE CURTAIN ASSEMBLY RECESSED SMOKE CURTAIN HEAD ASSEMBLY GYPSUM BOARD RETURN - PAINTED BANQUETTE SEATING - STOP WOOD PANEL BOARDS AT TOP EDGE OF BANQUETTE FRAME BANQUETTE TABLE (PL-2)

7' - 11"

7' - 11 1/2"

CONFERENCE - RM. 9-11 - WEST

8

3/8" = 1'-0"

CONFERENCE - RM. 9-11 - NORTH

9

3/8" = 1'-0"

CONFERENCE - RM. 9-11 - EAST - ADD ALTERNATE NO. 2 3/8" = 1'-0"

9 A924 2

7 A924

PT-2

Project No.

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' - 0"

1

2

4 4

© Copyright RSP Architects 2013. All rights reserved.

4

Revisions No.

EQ

11

3/8" = 1'-0"

4 A802

3/8" = 1'-0"

50

44

PT-1

6

PT-2

4"

4"

50

4"

Description CONSTRUCTION ISSUE

18' - 4 1/4"

CELEBRATION WALL - NORTH

3 A802 50

EQ

Date 9/26/13

4' - 7 1/2"

ELEVATOR LOBBY - RM. 9-00 - WEST

44

09/26/13

8 8' - 0"

9' - 0"

53

10

MLK

Date

56

4

BP, SMC

Checked By

52

54

6287.047.02

Drawn By

28

24

8 A924 9' - 0"

2

1' - 0"

55

1

1

2

4

6 PERSON WORKTABLE - SOUTH 3/8" = 1'-0"

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13

WORKTABLE - END PANEL - TYPICAL 3/8" = 1'-0"

14

11' - 9 1/2"

3"

9' - 0"

8' - 8" 44

3 A924 1 A924

INTERIOR ELEVATIONS 3' - 0"

12

23

7' - 2" 46

4"

4

42

3' - 5"

47

20

3' - 6"

44

3' - 6"

3' - 6"

8 A802

46

45

47 1' - 0"

2 A802

6 A802

9' - 0"

45

4' - 4"

44

8 A802

48

3

49

2' - 6"

49

8' - 8"

9' - 0"

1 A802

4' - 4"

6

6 PERSON WORKTABLE - NORTH 3/8" = 1'-0"

15

CONFERENCE WORK AREA - EAST 3/8" = 1'-0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

A901


9 A930

1/2"

18

PT-4

EQ

3

9' - 0"

1 1/2" 15

EQ

3' - 4"

3' - 4"

3' - 4"

31

36

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

15 4"

1' - 0"

15

30

3' - 6"

11

1 A931

13

3' - 6"

5' - 9"

2 A930

14

4"

13 A930

8

2' - 4 1/2"

8 A931

WC-7

8' - 8"

28

32

4' - 0"

EQ

3' - 10"

EQ

3' - 10"

3' - 10"

3' - 10"

3' - 10"

3' - 10"

30BC 2' - 6"

3' - 0" 1"

WORK BOOTHS - SOUTHWEST

1

CONFERENCE - RM. 9-16 - SOUTH

2

3/8" = 1'-0"

3

3/8" = 1'-0"

WORK AREA - RM. 9-18 - WEST

WORK AREA - RM. 9-18 - EAST

4

3/8" = 1'-0"

Consultants

3/8" = 1'-0" 4 A802

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.

50

4"

44

6

1

2' - 6"

2' - 6"

EQ

4"

3"

1 1/2"

1 1/2"

3' - 4"

1/2" 1/2"

EQ

5' - 6"

3' - 4"

1/2" 1/2"

EQ 1/2"

1/2"

EQ

5' - 6"

1/2"

5"

45

6 A802

DAVID NORBACK

Registration Number

5"

8' - 8"

9' - 0"

PL-2

Signature

Date

35 2 A802 PL-2

41

4"

2' - 10"

4"

2' - 10"

44

47

46

8 A802

3' - 6"

3' - 6"

3' - 6"

3' - 2"

3' - 2" 3' - 6"

41

15

4' - 0 1/2"

31

31

15

49

1 1/2"

35

PL-2 36

30 1' - 5"

30

1' - 5"

15

2 A931

1 A802

09.26.13

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

4

Signature

DAVID NORBACK

Registration Number Date

WORK AREA - RM. 9-18 - NORTHEAST

5

WORK AREA - RM. 9-18 - SOUTH

6

3/8" = 1'-0"

7

3/8" = 1'-0"

8

3/8" = 1'-0"

3"

44

MAIL CONSOLE - NORTH

9

3/8" = 1'-0"

BD LAYOUT

4" BD LAYOUT 3"

BD LAYOUT

4" BD LAYOUT 3"

BD LAYOUT

4" BD LAYOUT 3"

BD LAYOUT

TYPE B

TYPE A

TYPE B

TYPE A

TYPE B

TYPE A

TYPE E

09.26.13

8 PERSON WORKTABLE - EAST 3/8" = 1'-0"

Project For

10 A930

1 1/2" 1' - 6"

1"

11902

3' - 0"

4"

50

WORK AREA - RM. 9-18 - NORTH

11902

1

1' - 0 1/2"

2 A931

3' - 2"

30

PL-2

1

1 A931

(2) LAYERS OF MDF BOARD WITH PL-1

3 A931

4 A931

9

8

EQ

24BC

2' - 0"

2' - 0"

5

EQ

1' - 6"

1' - 6"

58

EQ

8 PERSON WORKTABLE - WEST

10

11

3/8" = 1'-0"

2' - 2" 25

PL-2 43 11

59

1' - 6"

1' - 6"

6' - 0"

1' - 6"

7 A931

1' - 6"

1' - 6"

6' - 0"

18BC

1' - 6"

6' - 0"

2' - 6"

3' - 0"

12

3/8" = 1'-0"

UTILITY - RM. 9-40 - WEST

4"

3/8" = 1'-0"

1 A802

10

14

8' - 8"

41

15

4"

3' - 0 3/4"

2' - 6"

2' - 6"

1"

EQ

WORK AREA - RM. 9-38 - WEST

3"

TYPE F

BD LAYOUT

TYPE A

2' - 6"

15

3/8" = 1'-0" 2" BD LAYOUT 4" BD LAYOUT 3"

30BC

TYPE G

30BC

2' - 6"

10 PERSON WORKTABLE - SOUTH 3/8" = 1'-0"

3"

6 PT-10 SSM-2

2 1/2"

5

PL-2

3' - 8 1/2"

17

OPEN COLLABORATION - RM. 9-32 - NORTH 3/8" = 1'-0"

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11 A802

18

HIVE BAR 3/8" = 1'-0"

3' - 6"

6 A931

5' - 0"

9

10 A802

4"

6 A924

9' - 0"

8' - 9 1/2"

8

2 A802

6 A802

8 A802

46

47 1 4

16

2"

28

45

EQ

7 4 A925

44

44 3' - 6"

46

2' - 6"

3' - 0"

1' - 10 1/4"

8 9

49

3' - 6"

1 1/2"

45

47

9' - 0"

2' - 0" 2' - 0"

15 40

50

2424W

49

10 PERSON WORKTABLE - NORTH 3/8" = 1'-0"

3/8" = 1'-0"

1 2 3 4 5 6 7

8' - 8"

2424W

42

14

44

9' - 0"

2' - 0"

2424W

2' - 6"

KEYNOTES - INTERIOR ELEVATION

44

5 A931

2' - 6"

UTILITY - RM. 9-40 - EAST

13

4"

50

2' - 6"

EQ

BANQUETTE SEATING - NORTHEAST

1"

2424W

40

36BC

1' - 6"

4 A802 3/4" 21

SIEBENS BUILDING NINTH LEVEL

4"

4

25

2' - 6"

3' - 9" 2 1/2"

24BC

4

1

2' - 10 1/2"

44

4' - 4"

46

2' - 6"

42

3"

1

14 1' - 7"

4 A925

19

7' - 0"

PT-10 TYP

10

DEVELOPMENT DEPARTMENT CONSOLIDATION AND REMODELING

1 1/2"

7

3' - 0"

2 A925

3"

8' - 9 1/2"

9' - 0"

8' - 8"

45

47

9' - 0"

49

3624W

2' - 0"

1824W

21 1/2"

21

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 52 53 54 55 56 58 59

GYP. BD. PAINTED - SEE FINISH PLANS 1/4" GYP. BD. REVEAL GLASS PARTITION SYSTEM - SEE PLANS AND SHEET A301 FOR ALUMINUM FRAME TYPES BASE - SEE FINISH PLANS METAL BASE - SEE 10/A925 EXISTING CONCRETE COLUMN TO REMAIN. WOOD PANEL FEATURE WALL - SEE SHEET A925 FOR BOARD LAYOUT TYPES - ADD ALTERNATE NO. 2 AND 3 WALL MOUNTED VIDEO DISPLAY MONITOR - PROVIDE SOLID WOOD BLOCKING BEHIND MONITOR WOOD TRIM AROUND MONITOR - SEE 4/A925. PAINT TO MATCH ADJACENT WOOD WALL - ADD ALTERNATE NO. 2 AND 3. 12" DEEP PLASTIC LAMINATE WALL CABINETS (PL-1) 24" DEEP PLASTIC LAMINATE BASE CABINETS (PL-1) 24" DEEP WALL MOUNTED PLASTIC LAMINATE CREDENZA (PL-1) 20" DEEP PLASTIC LAMINATE COUNTERTOP (PL-2) 25" DEEP PLASTIC LAMINATE COUNTERTOP (PL-2) PLASTIC LAMINATE FILLER PANEL (PL-1). 18" DEEP GLASS SHELVING ON ADJUSTABLE STANDARDS. 15" DEEP PLASTIC LAMINATE STORAGE UNIT (PL-1) 18" DEEP PLASTIC LAMINATE STORAGE UNIT (PL-1) 24" DEEP PLASTIC LAMINATE STORAGE UNIT (PL-1) 24" DEEP HINGED BROCHURE SHELVING. GYP. BD. SOFFIT PAINTED - SEE CEILING PLANS SLIDING GLASS DOOR SYSTEM WITH OVERHEAD TRACK HEAD ASSEMBLY- SEE DOOR SCHEDULE FILE CABINET SYSTEM - SEE FURNITURE DRAWINGS ADD RECESSED SPOT LIGHT FIXTURES 2'-0" ON CENTER. REFRIGERATOR - SEE EQUIPMENT SCHEDULE WALL MOUNTED VIDEO DISPLAY MONITOR. FURNITURE - SEE FURNITURE PLANS CENTERLINE OF MONITOR. 26" DEEP PLASTIC LAMINATE COUNTERTOP (PL-2) 38" DEEP PLASTIC LAMINATE COUNTERTOP (PL-2) PLASTIC LAMINATE END PANEL. EXISTING EXTERIOR WINDOW SYSTEM TO REMAIN. EXISTING EXTERIOR WINDOW SYSTEM - PAINT EXISTING MULLIONS (PT-11) NOT USED. PLASTIC LAMINATE MAIL DRAWER CABINET WITH INTERNAL DIVIDERS (PL-1) 18" DEEP PLASTIC LAMINATE BASE CABINETS (PL-1) SEE FINISH PLANS FOR WALL FINISH. GRAPHIC DISPLAY - SEE FINISH PLANS 24" DEEP PLASTIC LAMINATE COUNTERTOP OPEN KNEE SPACE. PLASTIC LAMINATE DRAWER CABINETS (PL-1) 29" DEEP PLASTIC LAMINATE BASE CABINET (PL-1) 25" DEED SOLID SURFACE COUNTERTOP (SSM-1) ALUMINUM CHANNEL FRAME, PAINTED (PT-10) - ADD ATLERNATE NO. 1. 48" DEEP PLASTIC LAMINATE COUNTERTOP (PL-2) STEEL TUBE FRAME BEYOND, PAINTED (PT-10) PLASTIC LAMINATE PRINTER STAND AND ENCLOSURE 3/8" TEMPERED GLASS PANEL (GL-1) SEE FINISH PLANS FOR FILM - ADD ALTERNATE NO.1. PENDANT LIGHT FIXTURES. BOTTOM OF FIXTURE AT 6'-0" AFF, SEE ELECTRICAL. PREFINISHED ALUMINUM CEILING EDGE TRIM BEYOND EXISTING STONE VENEER EXISTING ELEVATOR HOISTWAY DOORS STAINLESS STEEL RAIL FOR SMOKE CURTAIN ASSEMBLY RECESSED SMOKE CURTAIN HEAD ASSEMBLY GYPSUM BOARD RETURN - PAINTED BANQUETTE SEATING - STOP WOOD PANEL BOARDS AT TOP EDGE OF BANQUETTE FRAME BANQUETTE TABLE (PL-2)

Project No.

6287.047.02

Drawn By

BP, SMC

Checked By

MLK

Date

09/26/13

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

Revisions No.

Date 9/26/13

Description CONSTRUCTION ISSUE

INTERIOR ELEVATIONS

A902


3

H E

GB-42

K1 9-07

GB-18 C

TAG

DESCRIPTION

QTY

TO ROOM

C D E F G1 K1 Q

TOILET PAPER DISPENSER SANITARY PRODUCT DISPOSAL S.S. SHELF SOAP DISPENSER PAPER TOWEL DISPENSER 24" X 60" MIRROR SHARPS CONTAINTER

1 1 1 2 2 1 1

9-07 9-07 9-07 9-07, 9-40 9-07, 9-40 9-07 9-07

SPECIALTY EQUIPMENT SCHEDULE ORDERED BY SUPPLIED BY INSTALLED BY CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR

MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER

REMARKS

CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR

GEORGIA PACIFIC - MODEL #56784 ASI - MODEL #0852 ASI - MODEL DERMOPRO - MODEL #9021- ALMOND GEORGIA PACIFIC - MODEL #59462 SAGE - MODEL #8516 & 8152

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

ACCESSIBLE TOILET

G

9-07

Q F

D

Consultants

G1

GB-36 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

DAVID NORBACK

Registration Number Date

11902 09.26.13

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

ACCESSIBLE TOILET - RM. 9-07 - SPECIALTY EQUIPMENT PLAN 1/2" = 1'-0" Signature

DAVID NORBACK

Registration Number Date

11902 09.26.13

Project For

STANDARD ADA TOILET STALL DIMENSIONS (BASED ON MINNESOTA GUIDELINES)

1'-6"

17"-19"

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

K1

1' - 6"

CEILING LINE

3' - 9"

CEILING LINE

1' - 0"

G1 18" GRAB BAR

17"-19"

K1

1' - 6"

1' - 3" MIN.

1' - 6" 6" MIN.

T2

ACCESSIBLE TOILET ROOM

T3

TOILET STALL ELEVATION

T4

TOILET STALL ELEVATION

TO SPUOT AT H.C.

3' - 0" MAX.

2' - 3" MIN

TO RIM

2' - 5" CLEAR

2' - 10"

MAX.

4' - 0"

3'-3" - 3'-5"

2'-9" - 3'-0"

2' - 10"

3'-0" - 4'-0"

4' - 0" MAX.

7" - 9"

9" MIN.

2' - 9 1/2"

1' - 6"

1' - 6" MIN.

1' - 6"

3' - 0" MIN.

3'-3" - 3'-5"

5"

1' - 3" MIN.

2'-9" - 3'-0"

2' - 0" MIN.

42" GRAB BAR

C

4' - 0"

F

D

T1

SIEBENS BUILDING NINTH LEVEL

E

42" GRAB BAR

C

1' - 0" MIN.

DEVELOPMENT DEPARTMENT CONSOLIDATION AND REMODELING

Q 18" GRAB BAR

F

1' - 6"

4' - 0"

7" - 9"

3' - 6" TYP.

Q G1

B

3' - 0" MIN.

7"

2' - 0"

2 '6" T2 A910 T4 T3

1' - 0" MIN.

4' - 6"

78" MIN. (MINN. CODE)

6' - 6"

3' - 6" MIN. 3'-3" - 3'-5"

B

D

30"x48" CLEAR FLOOR SPACE

4' - 6" MIN. 1' - 0"

C

CEILING LINE

5' - 0"

E

8" MIN.

WC1 WATER CLOSET

LAVATORY ELEVATION

Project No.

6287.047.02

Drawn By

ACCESSORY MOUNTING DIAGRAM FOR MINIMUM ADA GUIDELINES

Checked By

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"

BCS MLK

Date

09/26/13

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

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

Revisions

42" 3' -MIN. 6"

1' - 0"

No.

MAX. 39" - 41"

A

TOILET SEAT HEIGHT

B

GRAB BAR HEIGHT

C

TOILET TISSUE DISPENSER

SANITARY PRODUCT DISPOSAL

E

UTILITY SHELF

F

SOAP DISPENSER

G1

PAPER TOWEL DISPENSER

K1

FRAMED MIRROR

48" MAX.

ACCESSIBLE

48" MAX. MEASURED TO BOTTOM OF VIEWING SURFACE

60" TYP.

5' - 0" 1' - 6"

D

Description CONSTRUCTION ISSUE

1' - 6"

36" - 48"

TO SPOUT

(3'-6" AT COUNTER)

4'-0" MAX. TO DISP. SLOT

7" - 9"

15' MIN.

30" - 33"

1' - 0"

1'-5"

17" - 19"

33"-36"

39" - 41"

7" - 9"

30" - 33"

MIN.

1' - 6"

40" MAX.

Date 9/26/13

M

COAT HOOK

Q

SHARPS CONTAINER

TOILET ELEVATIONS AND MOUNTING HEIGHTS

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5 TENTH FLOOR 113' - 6"

TENTH FLOOR 113' - 6"

EXISTING CONCRETE FLOOR SYSTEM

EXISTING CONCRETE FLOOR SYSTEM

TENTH FLOOR 113' - 6"

EXISTING CONCRETE FLOOR SYSTEM

EXISTING CONCRETE FLOOR SYSTEM

DASHED LINES INDICATE STEEL STUDS AND GYP. BD TO UNDERSIDE OF SLAB BEYOND BEAMS AND JOISTS

CONC. BEAM OR JOIST BEYOND

3 5/8" STEEL STUD KICKERS TO STRUCTURE ABOVE AT 48" O.C.

EXISTING CONCRETE BEAM

1' - 8 1/2"

TENTH FLOOR 113' - 6"

BOTTOM OF CONC. JOIST BEYOND 3 5/8" STEEL STUD KICKERS TO STRUCTURE ABOVE AT 48" O.C.

3 5/8" STEEL STUD KICKERS TO STRUCTURE ABOVE AT 48" O.C.

SEGMENTED STUD TRACK

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

3 5/8" STEEL STUD SOFFIT FRAMING AT 16" O.C.

L.E.D. FIXTURE - SEE ELECTRICAL

6"

6"

2"

F.T. WOOD BLOCKING

1' - 3 1/2"

3 5/8" STEEL STUD FRAMING AT 16" O.C. F.T. WOOD BLOCKING

EXISTING CONCRETE JOIST

Consultants

SEGMENTED STUD TRACK

4 1/4"

5/8" GYPSUM BOARD 5/8" GYPSUM BOARD

1' - 4"

Certification

1/4" GYPSUM BOARD F.T. WOOD BLOCKING

3 5/8" STEEL STUD SOFFIT FRAMING AT 16" O.C.

SEGMENTED STUD TRACK

1' - 0"

5/8" GYPSUM BOARD 5/8" GYPSUM BOARD

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" STEEL STUD SOFFIT FRAMING AT 16" O.C.

TYP.

11 3/4"

1' - 4"

1' - 0"

3 5/8" STEEL STUD SOFFIT FRAMING AT 16" O.C.

11 3/4"

B.O. SOFFIT 110' - 6"

B.O. SOFFIT 110' - 6"

6"

4 1/4"

B.O. SOFFIT 110' - 6"

B.O. SOFFIT/A.C.T. 109' - 0"

Signature

B.O. GYP CEILING VARIES

1' - 6"

DAVID NORBACK

Registration Number

2' - 0" Date

1

DETAIL AT HIVE CEILING

2

1 1/2" = 1'-0"

DETAIL AT HIVE CEILING

3

1 1/2" = 1'-0"

NOT USED

DETAIL AT HIVE CEILING

4

1 1/2" = 1'-0"

5

1 1/2" = 1'-0"

CEILING SECTION

TENTH FLOOR 113' - 6"

TENTH FLOOR 113' - 6"

4"

TENTH FLOOR 113' - 6"

09.26.13

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" = 1'-0"

B

1 AXXX

11902

Signature

DAVID NORBACK

Registration Number

1' - 8 1/2"

EXISTING CONCRETE FLOOR SYSTEM

1' - 8 1/2"

EXISTING CONCRETE FLOOR SYSTEM

Date

09.26.13

Project For

EXISTING CONCRETE JOIST EXISTING CONCRETE JOIST

2' - 8"

3 5/8" STEEL STUD KICKERS TO STRUCTURE ABOVE AT 48" O.C.

3 5/8" STEEL STUD KICKERS TO STRUCTURE ABOVE AT 48" O.C.

1' - 3 1/2"

5 A302

SEE PLANS FOR PARTITION TYPE PROVIDE DEEP LEG DEFLECTION TRACK AT TOP OF WALL

DEVELOPMENT DEPARTMENT CONSOLIDATION AND REMODELING

3 5/8" STEEL STUD SOFFIT FRAMING AT 16" O.C. B.O. SOFFIT 110' - 6"

B.O. SOFFIT 110' - 6"

3 5/8" STEEL STUD SOFFIT FRAMING AT 16" O.C. 5/8" GYPSUM BOARD F.T. WOOD BLOCKING SEGMENTED STUD TRACK

6"

GLASS PANEL B.O. SOFFIT 109' - 0"

B.O. SOFFIT 109' - 0"

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

4 1/4"

4 1/4"

STEEL STUD TRACK -BOLT TO STUD WALL WITH VERTICAL SLOTTED CONNECTION

5/8" GYPSUM BOARD

F.T. WOOD BLOCKING

SEGMENTED STUD TRACK

B.O. SOFFIT / A.C.T. 109' - 0"

11 3/4" 1' - 4"

11 3/4"

VARIES

DETAIL AT CONFERENCE ROOM CEILING 1 1/2" = 1'-0"

7

4 1/4"

6 3/4"

7 1/8"

4 7/8"

1' - 4"

8

DETAIL AT OPEN COLLABORATION CEILING 1 1/2" = 1'-0"

TENTH FLOOR 113' - 6"

SIEBENS BUILDING NINTH LEVEL

6"

1' - 6"

STEEL STUD TRACK. BOLT TO STUD WALL WITH VERTICAL SLOTTED CONNECTION

5/8" GYPSUM BOARD

6

11902

DETAIL AT OPEN COLLABORATION CEILING 1 1/2" = 1'-0"

A

TENTH FLOOR 113' - 6"

2' - 1"

TENTH FLOOR 113' - 6"

EXISTING CONCRETE FLOOR SYSTEM

1' - 8 1/2"

1' - 8 1/2"

Project No.

EXISTING CONCRETE FLOOR SYSTEM

6287.047.02

Drawn By EXISTING CONCRETE FLOOR SYSTEM

BP, SMC

Checked By

MLK

3' - 0"

Date

EXISTING CONCRETE BEAM OR JOIST BEYOND

EXISTING CONCRETE JOIST BEYOND

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.

EXISTING CONCRETE BEAM

© Copyright RSP Architects 2013. All rights reserved.

1' - 3 1/2"

3 5/8" STEEL STUD KICKERS TO STRUCTURE ABOVE AT 48" O.C.

09/26/13

Revisions No.

Date 9/26/13

Description CONSTRUCTION ISSUE

1/4" GYPSUM BOARD

1' - 0"

L.E.D. FIXTURE SEE ELECTRICAL

3' - 3 1/2"

B.O. SOFFIT 110' - 6" 5/8" GYPSUM BOARD

LAY-IN ACOUSTICAL TILE CEILING SYSTEM

F.T. WOOD BLOCKING

2' - 1"

3 5/8" STEEL STUD SOFFIT FRAMING AT 16" O.C.

6"

SEGMENTED STUD TRACK B.O. SOFFIT 109' - 0"

5/8" GYPSUM BOARD

1' - 1 3/4" 1' - 6"

6"

1"

5/8" GYPSUM BOARD

B.O. A.C.T. 109' - 0"

4 1/4"

2 1/8"

6"

3 5/8" STEEL STUD SOFFIT FRAMING AT 16" O.C.

VARIES

1' - 1 3/4" 1' - 6"

4 1/4"

F.T. WOOD BLOCKING F.T. WOOD BLOCKING

3 5/8" STEEL STUD SOFFIT FRAMING AT 16" O.C.

6"

SEGMENTED STUD TRACK

B.O. SOFFIT 108' - 0"

4 1/4"

11 3/4"

SEGMENTED STUD TRACK B.O. SOFFIT 108' - 0"

1' - 4" 5/8" GYPSUM BOARD

VARIES

11 3/4"

4 1/4"

1' - 4" EXISTING 5/8" GYPSUM BOARD

CEILING DETAILS

EXISTING METAL STUD FRAMING EXISTING CURTAIN WALL SYSTEM

9

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

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10

CEILING SECTION AT OPEN OFFICE 9-33 1 1/2" = 1'-0"

11

CEILING SECTION AT OPEN OFFICE 9-33 1 1/2" = 1'-0"

A921


4

2 TENTH FLOOR 113' - 6"

EXISTING CONCRETE FLOOR SYSTEM

EXISTING CONCRETE FLOOR SYSTEM

TENTH FLOOR 113' - 6"

TENTH FLOOR 113' - 6"

1' - 8 1/2"

4"

TENTH FLOOR 113' - 6"

EXISTING CONCRETE FLOOR SYSTEM

EXISTING CONCRETE BEAM OR JOIST BEYOND

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

2' - 8"

EXISTING 3 5/8" STEEL STUD FRAMING EXISTING 5/8" GYPSUM BOARD

EXISTING CONCRETE FLOOR SYSTEM

1' - 3 1/2"

5/8" GYPSUM BOARD

3 5/8" STEEL STUD FRAMING

B.O. GYP CEILING 110' - 6"

B.O. GYP CEILING 110' - 6"

Certification 5/8" GYPSUM BOARD L.E.D. FIXTURE - SEE ELECTRICAL 1/4" GYPSUM BOARD

B.O. SOFFIT 109' - 0"

4 1/4"

5/8" GYPSUM BOARD

4 1/4"

1' - 0"

6"

B.O. SOFFIT 109' - 0"

1' - 1 3/4" 1' - 6"

LAY-IN ACOUSTICAL TILE CEILING SYSTEM

3 5/8" STEEL STUD SOFFIT FRAMING AT 16" O.C. B.O. GYP SOFFIT / A.C.T. VARIES

EXISTING POURED CONCRETE WALL

5/8" GYPSUM BOARD

PREFINISHED ALUMINUM ACT EDGE TRIM

VARIES

4 7/8"

B.O. A.C.T 108' - 0"

SEE R.C.P

1' - 1 3/4"

TYP. SEE PLANS

DAVID NORBACK

Registration Number

5/8" GYPSUM BOARD

EXISTING 5/8" GYPSUM BOARD

1' - 6"

B.O. GYP CEILING 109' - 0"

Signature

B.O. BULKHEAD 107' - 11"

Date

09.26.13

LAY-IN ACOUSTICAL TILE CEILING SYSTEM

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 BOARD

Signature

DAVID NORBACK

Registration Number

1

CEILING SECTION AT TYPICAL CLOUD 1 1/2" = 1'-0"

CEILING DETAIL AT ELEVATOR LOBBY 9-00

2

3

1 1/2" = 1'-0"

CEILING SECTION AT CORRIDOR 9-01

4

1 1/2" = 1'-0"

CEILING SECTION ABOVE CASEWORK 1 1/2" = 1'-0"

5

11902

6"

B.O. A.C.T 109' - 0"

6"

4"

F.T. WOOD BLOCKING

3 5/8" STEEL STUD SOFFIT FRAMING AT 16" O.C.

3 5/8" STEEL STUD SOFFIT FRAMING AT 16" O.C.

6"

PREFINISHED ALUMINUM ACT EDGE TRIM

1' - 1"

3 5/8" STEEL STUD SOFFIT FRAMING AT 16" O.C.

F.T. WOOD BLOCKING

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.

SEE R.C.P. FOR CEILING TYPE

1' - 0"

1' - 0"

L.E.D. FIXTURE - SEE ELECTRICAL

2' - 6"

2' - 9 1/2"

3 5/8" STEEL STUD KICKERS TO STRUCTURE ABOVE

Consultants

SEE PLANS FOR PARTITION TYPE - PROVIDE DEEP LEG DEFLECTION TRACK AT TOP OF WALL

6"

3 5/8" STEEL STUD SOFFIT FRAMING AT 16" O.C.

11902

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

Date

09.26.13

Project For

H

1' - 8 1/2"

TENTH FLOOR 113' - 6"

DEVELOPMENT DEPARTMENT CONSOLIDATION AND REMODELING

EXISTING CONCRETE FLOOR SYSTEM

SIEBENS BUILDING NINTH LEVEL LAY-IN ACOUSTICAL TILE CEILING SYSTEM

2' - 3 1/2"

3 5/8" STEEL STUD KICKERS TO STRUCTURE ABOVE

SEE PLANS FOR PARTITION TYPE - PROVIDE LEG DEFLECTION TRACK AT TOP OF WALL

3 5/8" STEEL STUD SOFFIT FRAMING AT 16" O.C.

6"

Project No.

B.O. A.C.T 109' - 0"

B.O. CEILING 109' - 0"

1' - 0"

STEEL STUD TRACK - BOLT TO STUD WALL WITH VERTICAL SLOTTED CONNECTION 3 5/8" STEEL STUD SOFFIT FRAMING AT 16" O.C.

B.O. SOFFIT 108' - 0"

B.O. SOFFIT 109' - 0" LAY-IN ACOUSTICAL TILE CEILING SYSTEM

1' - 0 1/8"

5/8" GYP. BD.

NOT USED 1 1/2" = 1'-0"

7

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

BP, SMC

Checked By

MLK 09/26/13

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

4 7/8"

Revisions

2' - 6 1/8"

6

Drawn By

Date

5/8" GYPSUM BOARD

1' - 6"

6287.047.02

No.

8

TYPICAL CEILING TRANSITION DETAIL

Date 9/26/13

Description CONSTRUCTION ISSUE

3" = 1'-0"

CEILING DETAILS

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1

7 A922

2

3

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

EQ

EQ

G 8' - 0" EQ

EQ

1' - 6"

GYP. BD. SOFFITS @ 8'-8", TYP.

EQ

1' - 0"

Consultants

1' - 2"

Certification

1' - 0"

1' - 6"

4"

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

DAVID NORBACK

1' - 8"

Date

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.

F 7

09.26.13

20' - 0"

Signature

6 A921

1' - 2"

1' - 0"

8"

GYP BD 8' - 8"

11902

8"

Registration Number

Registration Number

1 AXXX

Date

1' - 6"

4"

CONFERENCE ROOM 9-11

DAVID NORBACK 11902 09.26.13

1' - 0"

Project For

GYP. BD. SOFFITS @ 8'-8", TYP.

EQ

6' - 0"

EQ

EQ

8"

8"

1' - 0"

1' - 0"

8"

4" 6"

8"

1' - 8"

EQ

2

10' - 0"

SIEBENS BUILDING NINTH LEVEL

1' - 0"

GYP BD 9' - 0"

GYP. BD SOFFITS @ 8'-8", TYP

EQ

3 A923

1' - 0"

6"

6"

1' - 6"

PT-9

1' - 0"

E

DEVELOPMENT DEPARTMENT CONSOLIDATION AND REMODELING

VARIES

6"

PT-9

6"

D

1' - 0"

RECESSED LIGHT FIXTURE - SEE ELECTRICAL

4" 6"

3 5/8" STEEL STUD FRAMING AT 24" O.C. 5/8" GYP. BD.

8"

GYP BD 9' - 0"

3 A923

3 5/8"

A

GYP. BD. SOFFITS @ 8'-8", TYP.

Project No.

6287.047.02

Drawn By

4"

B.O. CEILING 109' - 0"

5/8"

OS

4"

4"

BP, SMC, BCS

Checked By

MLK

Date VARIES

1' - 0"

VARIES

5/8" GYP. BD. 1 5/8" STEEL STUD FRAMING

1' - 0"

09/26/13

VARIES 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. Š Copyright RSP Architects 2013. All rights reserved.

Revisions

1

ENLARGED RCP - CONFERENCE ROOM 9-11 1/2" = 1'-0"

2

ENLARGED RCP - CONFERENCE ROOM 9-30 1/2" = 1'-0"

3

DETAIL AT CONFERENCE ROOM CEILING 3" = 1'-0"

No.

Date 9/26/13

Description CONSTRUCTION ISSUE

CEILING DETAILS

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10"

4

4

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

4

4 1/4"

9 A302

ALUM. SHOE TRACK BELOW

5/8" GYP. BD

1/4" ALUMINUM REVEAL

1/4"

GLASS PANEL

5/8"

4 1/4"

1' - 6"

2 1/2"

5/8"

10 A302

SIM

4 1/4"

SURFACE MOUNTED ALUMINUM WINDOW TRACK SYSTEM

3 1/2"

1' - 0"

RECESSED ALUM. TRACK

H

3 5/8: STEEL STUDS @ 16" O.C.

ALIGN FINISHED FACE OF WALL WITH FACE OF COLUMN

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

B

1' - 0 1/8"

C EXISTING CONCRETE COLUMN

5/8" GYP. BD

10 A302

2 1/2"

SURFACE MOUNTED ALUMINUM WINDOW TRACK SYSTEM

1' - 0" 5/8"

7 1/8"

5/8"

COLUMN DETAIL AT GLASS WALL SYSTEM

2

1 1/2" = 1'-0"

Consultants 1/4" ALUMINUM REVEAL

4 7/8" 7 1/8"

2' - 0"

SEE PLANS FOR PARTITION TYPE

1

1/4"

CORNER TRIM. TYPICAL

4 7/8" Certification

1' - 0"

DETAIL AT LIBRARY WALL/COUNTER

PLAN DETAIL

3

1 1/2" = 1'-0"

4

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.

COLUMN DETAIL AT CONFERENCE ROOM 1 1/2" = 1'-0"

Signature

7" 4 1/2"

2 1/2"

DAVID NORBACK

Registration Number WALL MOUNTING BRACKET

ALUM. SHOE TRACK BELOW

EXISTING TWO HOUR FIRE RATED ELEVATOR HOISTWAY WALL

GLASS PANEL HOUSING

RECESSED ALUM. TRACK EXISTING TWO HOUR FIRE RATED ELEVATOR HOISTWAY WALL

/2 " 1 1 " 3 /4

3 5/8: STEEL STUDS AT 16" O.C.

" 5 /8

09.26.13

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

/8 " 3 5 " 5 /8

3 5/8: STEEL STUDS AT 16" O.C. 5/8" GYPSUM BOARD

1/4" GYPSUM BOARD REVEAL

DAVID NORBACK

Registration Number

5/8" FIRE TREATED PLYWOOD

Date

4 1/4"

/8 " 4 7

5 1/4"

5/8" GYPSUM BOARD

Date

11902

11902 09.26.13

1/4"

1/4"

B

5' -

0"

.00 135

5/8" FIRE TREATED PLYWOOD

°

WOOD FEATURE WALL SEE DETAILS

7/8" METAL FURRING CHANNELS

CONTINUOUS SEALANT JOINT ON BOTH SIDES OF TRACK

1/4" GYPSUM BOARD SPACER

WOOD FEATURE WALL SEE DETAILS

FERRITIC STAINLESS STEEL AUXILARY RAILS - 16 G.A. - TYPE 430 1" DEEP - ANCHOR TO EXISTING WALL

7/8" METAL FURRING CHANNELS

5/8" TYPE "X" GYPSUM BOARD

5/8" GYPSUM BOARD

7

ELEVATOR LOBBY SMOKE CONTAINMENT SYSTEM - JAMB ABOVE DOOR OPENING

1/4" GYPSUM BOARD REVEAL

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

3 5/8: STEEL STUDS AT 16" O.C.

1/4" GYPSUM BOARD SPACER

1/4"

5/8" TYPE "X" GYPSUM BOARD

" 5 /8

9"

2"

1' - 0"

/2 " 1 1

4 3/4"

4 7/8"

" 5 /8

/8 " 3 5

5/8" 3 5/8"

R1 3' 0"

1 1/2"

5/8"

1 3/4"

Project For

EXISTING TWO HOUR RATED HOISTWAY DOOR AND FRAME

DEVELOPMENT DEPARTMENT CONSOLIDATION AND REMODELING SIEBENS BUILDING NINTH LEVEL

" 5/8

1' - 0"

EXISTING TWO HOUR FIRE RATED ELEVATOR HOISTWAY WALL

" 5/8

/4" 23

5 1/4"

EXISTING STONE VENEER

7 3/4"

/8" 3 5 7"

EXISTING TWO HOUR RATED HOISTWAY DOOR AND FRAME

1/4" GYPSUM BOARD REVEAL

/8" 35 " 5/8

1 1/2" = 1'-0"

1/4"

1 3/4"

/8" 35 /4" " 31 3/4 11

5

PLAN DETAIL AT HALFWALL

1 1/2"

EXISTING STONE VENEER EXISTING HOISTWAY DOOR OPENING

4 3/4"

6

PLAN DETAIL AT HALF WALL

5/8" TYPE "X" GYPSUM BOARD

1 1/2" = 1'-0"

1/4"

2"

4 3/4"

3' - 6"

1/4"

1/4" GYPSUM BOARD SPACER 7/8" METAL FURRING CHANNELS

CONTINUOUS SEALANT JOINT ON BOTH SIDES OF TRACK FERRITIC STAINLESS STEEL AUXILARY RAILS - 16 G.A. - TYPE 430 1" DEEP - ANCHOR TO EXISTING WALL

Project No.

6287.047.02

Drawn By

BP

Checked By

8

ELEVATOR LOBBY SMOKE CONTAINMENT SYSTEM - JAMB AT DOOR OPENING 3" = 1'-0"

9

ELEVATOR LOBBY SMOKE CONTAINMENT SYSTEM - SECTION 3" = 1'-0"

MLK

Date

09/26/13

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

Revisions No.

Date 9/26/13

Description CONSTRUCTION ISSUE

INTERIOR COLUMN DETAILS AND MISC. INTERIOR DETAILS

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1 3/4"

BOARD LAYOUT TYPE 'C'

3/4"

1 1/2"

4"

3 1/2"

BIRCH TRIM BOARD, EXTEND TO FLOOR. STOP METAL BASE AT FACE OF TRIM

3"

10 A925

7"

7" 4 1/2"

2 1/2"

5/8" 2"

5/8"

5/8"

2"

HOLLOW METAL FRAME

TYPE 'A'

BOARD LAYOUT

5/8"

1/2"

1

6 1/8"

5/8" FIRE TREATED PLYWOOD

PARTIAL HEIGHT WALL BELOW

JAMB ANCHORS, THREE PER JAMB

BIRCH TRIM BOARD

1/2"

7 1/8"

3"

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

2"

3 5/8" STEEL STUD FRAMING EO R D O VI NIT O M

5/8" 5/8"

3/4" FIRE TREATED PLYWOOD BLOCKING IN WALL FOR MONITOR BRACKET

/2" 51

3 5/8"

HARDWOOD TRIM

/2" 11

5/8" 5/8"

3 5/8" STEEL STUD FRAMING

3"

3/4" 3/4"

SEE 8/A302 FOR TYPICAL NOTES AT GLASS PANEL JAMB

5/8" GYPSUM BOARD

5/8" FIRE TREATED PLYWOOD 5/8" GYP. BD 3 5/8" STEEL STUDS 5/8" GYP. BD. (2 LAYERS)

7 5/8"

2 1/2"

SEE 8/A302 FOR TYPICAL NOTES AT GLASS PANEL JAMB

5/8"

1/4"

1"

5/8" GYPSUM BOARD

5/8"

4 1/2"

5/8" 3 5/8" 5/8"

7 5/8"

7 5/8"

2 3/4"

3 5/8" 5/8"

3/4"

2 1/2"

2"

3/4"

BOARD LAYOUT TYPE 'C'

3/4"

3 1/2"

BIRCH CORNER TRIM BOARD W/ MITERED EDGE

4 1/8"

CORNER DETAIL AT LIBRARY 9-06 - ADD ALTERNATE NO. 2 3" = 1'-0"

5/8" GYPSUM BOARD

Consultants

5/8" FIRE TREATED PLYWOOD W EL N PA 'B' D O E O TYP

5/8" FIRE TREATED PLYWOOD 5/8" GYP. BD. 3 5/8" STEEL STUDS 5/8" GYP. BD. (2 LAYERS)

" 5 /8

/8 " 3 5

Certification

" 5 /8

CORNER DETAIL - HIGH - ADD ALTERNATE NO.2

2

CORNER DETAIL - LOW

3

3" = 1'-0"

MONITOR TRIM DETAIL - ADD ALTERNATE NO. 2

4

3" = 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" = 1'-0" Signature

DAVID NORBACK

BO

5/8" BIRCH TRIM BD

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

Signature

VIDEO MONITOR

BOARD LAYOUT TYPE 'F'

3 5/8"

2"

5/8"

DAVID NORBACK

Registration Number

3"

4 1/4"

3 1/2"

5/8" 3 5/8" 5/8"

09.26.13

3"

7/8"

1 1/2"

3"

9/16"

2"

3 5/8" STEEL STUD

3/4"

1 1/2" 3/4"

1"

PARTIAL HEIGHT WALL BELOW

5/8"

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.

6 1/8"

/2" 11

9/16"

2 1/4"

SEE 8/A302 FOR TYPICAL NOTES AT GLASS PANEL JAMB

T U YO ' LA 'E D E AR TYP

BIRCH TRIM BD W/ MITERED EDGE

Date

4 7/8"

4 5/8"

Registration Number

Date

3 5/8" METAL STUDS

11902 09.26.13

4"

Project For

CORNER DETAIL - HIGH AT ANGLE - ADD ALTERNATE NO.2 3" = 1'-0" (2) LAYERS - 5/8" TYPE "X" GYP. BD.

8 3/4"

BOARD LAYOUT TYPE 'A'

6

(2) LAYERS - 5/8" TYPE "X" GYP. BD.

3 5/8" METAL STUDS

5/8"

4 7/8"

6"

4 7/8"

5/8"

ALL NOTES AND DIMENSIONS SIMILAR TO 6/A925

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

3 5/8" METAL STUDS DOUBLE STUDS AT JAMBS (TYPICAL)

5/8"

3 5/8" STEEL STUD FRAMING

1 1/2"

3/4"

5/8" GYPSUM BOARD VIDEO MONITOR

3 1/2"

BIRCH BOARD END TRIM, EXTEND TO FLOOR. STOP METAL BASE AT FACE OF TRIM

3"

1 1/2"

HOLLOW METAL FRAME BOARD LAYOUT 1 1/2" TYPE 'G'

3"

5/8"

SEE 8/A302 FOR TYPICAL NOTES AT GLASS PANEL JAMB

7

SIEBENS BUILDING NINTH LEVEL

5/8"

2"

3"

4 7/8"

3 5/8"

3/4" 3/4"

3/4"

DEVELOPMENT DEPARTMENT CONSOLIDATION AND REMODELING

5/8" 5/8" 3 5/8" 5/8"

1/4" REVEAL

3/4" FIRE TREATED BLOCKING IN WALL FOR MONITOR BRACKET

HARDWOOD BOARD PANELS 5/8" FIRE TREATED PLYWOOD 5/8" GYP. BD. 3 5/8" STEEL STUDS 5/8" GYP. BD.

8"

6 1/8"

3" = 1'-0" BOARD LAYOUT TYPE 'C'

5

CORNER DETAIL AT LIBRARY 9-06 & CONFERENCE 9-11 - ADD ALTERNATE NO.2

CORNER DETAIL - LOW AT ANGLE - ADD ALTERNATE NO. 2

8

3" = 1'-0"

3" 1/4"

DETAIL AT COLUMN - ADD ALTERNATE NO. 2

12

3" = 1'-0"

GYP. BD. PARTITION AT PLUMBING WALL AND VOICE & DATA ROOM 9-08 3" = 1'-0"

5/8"

Project No.

2"

EQ

EQ

5' - 0 1/2"

1' - 9 1/4" 1 1/2"

4"

9 1/4"

3"

3 1/2"

7 1/4" 2 1/2"

5 1/2"

7 1/4"

4"

1 1/2" 4" 9 1/4"

2' - 7 1/2" 3"

3 1/2" 3" 7 1/4"

7 1/4"

3"

3 1/2" 3" 9 1/4"

1' - 3 1/4" 4"

1 1/2"

7 1/4" 2 1/2"

2 1/2"

3' - 7 3/4"

5 1/2"

7 1/4" 2 1/2"

5 1/2"

7 1/4" 2 1/2"

1' - 6 1/4" 4"

1 1/2" 4" 9 1/4"

1 1/2"

3"

2' - 6 1/2"

3 1/2" 3" 7 1/4"

7 1/4" 2 1/2"

5 1/2"

7 1/4" 2 1/2"

6287.047.02

Drawn By

4"

JRF, BCS

Checked By

MSB

1 1/2"

1' - 0"

Date

GLASS PANEL SYSTEM SEE FRAME TYPES ON SHEET A301

09/26/13

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.

NOTE: SEE INTERIOR ELEVATION SHEETS A901 & A902 FOR LOCATION OF BOARD LAYOUT TYPES

© Copyright RSP Architects 2013. All rights reserved.

Revisions No. BOARD LAYER NO. 2 SHADED AREA INDICATES OUTER LAYER OF FINISH BIRCH BOARD OVERLAY BIRCH BOARD LAYER NO.1

Description CONSTRUCTION ISSUE

8' - 9 1/2"

9' - 0"

8' - 9 1/2"

9' - 0"

8' - 9 1/2"

9' - 0"

8' - 9 1/2"

9' - 0"

8' - 9 1/2"

9' - 0"

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

8' - 9 1/2"

4 7/8"

9' - 0"

3" = 1'-0"

8' - 9 1/2"

GLASS PANEL DETAIL - ADD ALTERNATE NO. 2 9' - 0"

9

Date 9/26/13

BOARD LAYER NO. 1 UNSHADED AREAS INDICATES INNER LAYER OF FINISH BIRCH BOARDS OVERLAY 5/8" F.T. PLYWOOD

NOTE: BOARD ON BOARD APPLICATION - ALL DIMENSIONS LUMBER SHALL BE AWI CUSTOM GRADE

2 1/2"

2 1/2"

2 1/2"

2 1/2"

2 1/2"

2 1/2"

BASE - SEE FINISH PLANS

2 1/2"

SEE FLOOR PLANS AND DETAILS ON A925 FOR PARTITION CONSTRUCTION

STAINLESS STEEL BASE W/ SOLID WOOD BLOCKING

TYPE 'A' BOARD LAYOUT

TYPE 'B' BOARD LAYOUT

TYPE 'C' BOARD LAYOUT

TYPE 'D' BOARD LAYOUT

TYPE 'E' BOARD LAYOUT

TYPE 'F' BOARD LAYOUT

TYPE 'G' BOARD LAYOUT

PLAN DETAILS

1 3/4"

10

BASE DETAIL - ADD ALTERNATE NO. 2 3" = 1'-0"

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11

BOARD LAYOUTS TYPES - ADD ALTERNATE NO.2 3/4" = 1'-0"

A925


4 7/8"

4 7/8"

2 PIECE MULLION CLOSURE BRACKET – “U” SHAPED 1/8” ALUMINUM INTERLOCKING BRACKETS – CLEAR ANODIZED FINISH TO MATCH EXISTING CW SYSTEM

3"

2 1/2"

V.I.F. 1"

GLASS PARTITION - METAL CHANNEL RECEIVER

DASHED LINES INDICATES WALL FRAMING AT THE HEAD OF THE GLASS WALL PANELS

Consultants

Certification

6"

5/8” GYPSUM BOARD

3 5/8"

1 1/2" 1 1/2"

5/8"

4 7/8"

EXISTING CW VERTICAL MULLION

EXISTING EXTERIOR CW GLASS

EXISTING EXTERIOR CW GLASS

1"

4 7/8"

EXISTING CW VERTICAL MULLION

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"

5/8"

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

1' - 0"

3 5/8” STEEL STUDS AT 16” O/C WITH FULL THICK SOUND ATTENUATION INSULATION

7"

1' - 0"

GLASS PARTITION - FULL HEIGHT GLASS PANEL

2 1/2"

2 3/4"

EXISTING SOLID SURFACE CW SILL “U” SHAPED BREAK METAL WALL RECEIVER ANCHORED TO CW MULLION BRACKET

2 3/4"

DASHED LINE INDICATES EDGE OF EXISTING STRUCTURAL SLAB

V.I.F. EXISTING SOLID SURFACE CW SILL - BELOW OR ABOVE EXISTING GYPSUM BOARD AND STEEL STUD FRAMING – ABOVE AND BELOW CURTAIN WALL VISION GLASS

EXISTING SOLID SURFACE CW SILL FACE OF EXISTING WALL ABOVE AND BELOW CW VISION GLASS

1 1/2" 1 1/2"

9 1/4"

1/8"

7"

FACE OF EXISTING WALL ABOVE AND BELOW CW VISION GLASS

2 5/8"

2 3/4"

2 5/8"

1/8” SEALANT JOINT

FACE OF EXISTING WALL ABOVE AND BELOW CW VISION GLASS

2 3/4"

1/8” SEALANT JOINT

2 PIECE MULLION CLOSURE BRACKET – “U” SHAPED 1/8” ALUMINUM INTERLOCKING BRACKETS – CLEAR ANODIZED FINISH TO MATCH EXISTING CW SYSTEM

1/8” SEALANT JOINT

FACE OF EXISTING WALL ABOVE AND BELOW CW VISION GLASS

8 3/4"

2 PIECE MULLION CLOSURE BRACKET – “U” SHAPED 1/8” ALUMINUM INTERLOCKING BRACKETS – CLEAR ANODIZED FINISH TO MATCH EXISTING CW SYSTEM

2' - 2" TO GRID

2 PIECE MULLION CLOSURE BRACKET – “U” SHAPED 1/8” ALUMINUM INTERLOCKING BRACKETS – CLEAR ANODIZED FINISH TO MATCH EXISTING CW SYSTEM

6"

EXISTING CW VERTICAL MULLION

1/8"

6"

EXISTING CW VERTICAL MULLION

3 5/8” STEEL STUDS AT 16” O/C WITH FULL THICK SOUND ATTENUATION INSULATION

EXISTING SOLID SURFACE CW SILL

2' - 2" TO GRID

1/8” SEALANT JOINT

5/8” GYPSUM BOARD

2 3/4"

EXISTING EXTERIOR CW GLASS

1 1/2"

5/8"

“U” SHAPED BREAK METAL WALL RECEIVER ANCHORED TO CW MULLION BRACKET

GLASS PARTITION - METAL CHANNEL RECEIVER

1"

1 1/2"

3 5/8"

1"

1 1/2"

1"

1 1/2"

2 3/4"

DASHED LINES INDICATES WALL FRAMING AT THE HEAD OF THE GLASS WALL PANELS

3" EXISTING EXTERIOR CW GLASS

GLASS PARTITION - FULL HEIGHT GLASS PANEL

5/8"

3"

5/8"

EQ

6"

EQ

Signature

3"

4 7/8" EQ

EXISTING EXTERIOR CW GLASS

1 1/2" 1 1/2"

5/8"

1 1/2"

5/8” X 3” ALUMINUM SPACER - ANCHOR TO EXISTING WALL - VERIFY FRAMING LOCATION IN FIELD - FINISH TO MATCH GLASS PARTITION PROVIDED BY GLASS PARTION PROVIDER

5/8” GYPSUM BOARD

DASHED LINES INDICATES WALL FRAMING AT THE HEAD OF THE GLASS WALL PANELS

3/4"

2 1/8"

V.I.F. EXISTING SOLID SURFACE CW SILL - BELOW OR ABOVE EXISTING GYPSUM BOARD AND STEEL STUD FRAMING – ABOVE AND BELOW CURTAIN WALL VISION GLASS

2 1/8"

4 7/8"

2 1/2"

7"

3" = 1'-0"

PROVIDE HORIZONTAL METAL STRAPS AT 16" O/C VERTICALLY

EXISTING SOLID SURFACE CW SILL

EXISTING EXTERIOR CW GLASS

2 PIECE MULLION CLOSURE BRACKET – “U” SHAPED 1/8” ALUMINUM INTERLOCKING BRACKETS – CLEAR ANODIZED FINISH TO MATCH EXISTING CW SYSTEM

1/8” SEALANT JOINT EXISTING CW VERTICAL MULLION

1/8” SEALANT JOINT

1"

EXISTING CW VERTICAL MULLION

1 1/2" 1 1/2"

6"

2 3/4"

EXISTING GYPSUM BOARD AND STEEL STUD FRAMING – ABOVE AND BELOW CURTAIN WALL VISION GLASS

2 A926

2 1/ 8"

EXISTING EXTERIOR CW GLASS

3" = 1'-0"

5/8” X 3” ALUMINUM SPACER - ANCHOR TO EXISTING WALL - VERIFY FRAMING LOCATION IN FIELD - FINISH TO MATCH GLASS PARTITION PROVIDED BY GLASS PARTION PROVIDER

5/8"

4' - 0 1/2"

EQ

1 1/2"

2 3/4" 6"

3' - 11"

9' - 0" 6 A926

1"

12

EXISTING FLOOR STRUCTURE TO REMAIN

1 1/ 2" 1"

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6"

5/8” X 3” ALUMINUM SPACER - ANCHOR TO EXISTING WALL - VERIFY FRAMING LOCATION IN FIELD - FINISH TO MATCH GLASS PARTITION PROVIDED BY GLASS PARTION PROVIDER GLASS PARTITION - FULL HEIGHT GLASS PANEL

GLASS PARTITION - METAL CHANNEL RECEIVER

5/ 8"

EXISTING EXTERIOR CW GLASS DASHED LINE INDICATES EDGE OF EXISTING STRUCTURAL SLAB

2 3/ 4"

PLAN DETAILS

EXISTING EXTERIOR CW GLASS EXISTING EXTERIOR CW GLASS

GYP. BD. PARTITION AT EXISTING CW MULLION AND COLUMN - WALL 3" = 1'-0"

Description CONSTRUCTION ISSUE

EXISTING CW VERTICAL MULLION

NINTH FLOOR 100' - 0"

EXISTING CW VERTICAL MULLION

3"

Date 9/26/13

EXISTING SOLID SURFACE CW SILL BELOW OR ABOVE EXISTING GYPSUM BOARD AND STEEL STUD FRAMING – ABOVE AND BELOW CURTAIN WALL VISION GLASS

EXISTING FOIL FACED CW INSULATION

1 1/2" 1 1/2"

09/26/13

DASHED LINES INDICATES WALL FRAMING AT THE HEAD OF THE GLASS WALL PANELS

1"

4 7/8" EQ

5/8" 1 1/2"

EXISTING GYPSUM BOARD AND STEEL STUD FRAMING – ABOVE AND BELOW CURTAIN WALL VISION GLASS

EXISTING GYPSUM BOARD AND STEEL STUD FRAMING – ABOVE AND BELOW CURTAIN WALL VISION GLASS

EXISTING CW VERTICAL MULLION

1' - 2" TO GRID 'D'

1/4" 6 7/8" 2 3/4" 6"

9 3/4"

EXISTING FOIL FACED CW INSULATION

EXISTING SOLID SURFACE CW SILL

5/8” THICK FIRE TREATED WOOD SPACER – ANCHORED TO EXISTING WALL ABOVE AND BELOW CW VISION GLASS EXISTING SOLID SURFACE CW SILL - BELOW OR ABOVE

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

EXISTING GYPSUM BOARD AND STEEL STUD FRAMING – ABOVE AND BELOW CURTAIN WALL VISION GLASS

1 1 /2 "

EXISTING SOLID SURFACE CW SILL - BELOW OR ABOVE

1 1 /2 "

EQ

5/8” THICK FIRE TREATED WOOD SPACER – ANCHORED TO EXISTING WALL ABOVE AND BELOW CW VISION GLASS

8 A302

3 "

1"

1/8” SEALANT JOINT

5/8” GYPSUM BOARD

8" 4 7 /

5/8” GYPSUM BOARD

1

1/ 2"

5/ 8"

EQ

3 5/8” STEEL STUDS AT 16” O/C WITH FULL THICK SOUND ATTENUATION INSULATION

6"

8"

8"

3 5/8” STEEL STUDS AT 16” O/C WITH FULL THICK SOUND ATTENUATION INSULATION

MLK

Date

Revisions

3" = 1'-0"

0"

2 1/

EXISTING CONCRETE COLUMN

3 7/

8 1/4"

2 PIECE MULLION CLOSURE BRACKET – “U” SHAPED 1/8” ALUMINUM INTERLOCKING BRACKETS – CLEAR ANODIZED FINISH TO MATCH EXISTING CW SYSTEM

3' - 0 3/4"

6"

JHA

Checked By

No.

1/2"

5/8"

GLASS PARTITION AT EXIST ANGLED CW MULLION - VISION GLASS

3"

3 5/8"

EQ

5/8"

11 6 A926

PROVIDE HORIZONTAL METAL STRAPS AT 16" O/C VERTICALLY

Drawn By

© Copyright RSP Architects 2013. All rights reserved.

GLASS PARTITION - FULL HEIGHT GLASS PANEL

4 7/8"

7 1/8" TO GRID '7'

1' - 4 1/4" TO GRID 'A'

GLASS PARTITION - METAL CHANNEL RECEIVER

2 3/4"

3" = 1'-0"

GYP. BD./GLASS PARTITION AT EXIST CW MULLION - VISION GLASS

2 3/ 4"

6"

4 7/8"

10

6287.047.02

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/ 8"

EQ

GYP. BD. PARTITION AT EXIST CW MULLION/COLUMN - VISION GLASS

Project No.

EXISTING EXTERIOR CW GLASS

1"

EXISTING EXTERIOR CW GLASS

EXISTING CW VERTICAL MULLION

1"

9

GLASS PARTITION - METAL CHANNEL RECEIVER

EXISTING SOLID SURFACE CW SILL BELOW

EXISTING CW VERTICAL MULLION 5/8” X 3” ALUMINUM SPACER - ANCHOR TO EXISTING WALL - VERIFY FRAMING LOCATION IN FIELD - FINISH TO MATCH GLASS PARTITION PROVIDED BY GLASS PARTION PROVIDER

GLASS PARTITION - FULL HEIGHT GLASS PANEL

2 PIECE MULLION CLOSURE BRACKET – “U” SHAPED 1/8” ALUMINUM INTERLOCKING BRACKETS – CLEAR ANODIZED FINISH TO MATCH EXISTING CW SYSTEM

1" FINISHED CEILING - SEE REFLECTED CEILING PLAN

DASHED LINES INDICATES WALL FRAMING AT THE HEAD OF THE GLASS WALL PANELS

4 7/8"

4 7/8" EQ “U” SHAPED BREAK METAL WALL RECEIVER ANCHORED TO CW MULLION BRACKET FACE OF EXISTING WALL ABOVE AND BELOW CW VISION GLASS

0"

2 5/8" 1/8"

6"

1 1 /2 "

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

2 PIECE MULLION CLOSURE BRACKET – “U” SHAPED 1/8” ALUMINUM INTERLOCKING BRACKETS – CLEAR ANODIZED FINISH TO MATCH EXISTING CW SYSTEM

3"

2 5/ 8"

1/ 8"

FACE OF EXISTING WALL ABOVE AND BELOW CW VISION GLASS EXISTING FOIL FACED CW INSULATION

9 3/4"

K

3 "

EXISTING SOLID SURFACE CW SILL - BELOW OR ABOVE

1 1 /2 "

EQ

“U” SHAPED BREAK METAL WALL RECEIVER ANCHORED TO CW MULLION BRACKET

1 1/4"

6 7/8"

1"

8 A302

8" 4 7 /

EQ

5/8” GYPSUM BOARD

1/8” SEALANT JOINT

EQ

6"

5/8” GYPSUM BOARD 1' - 2" TO GRID 'D'

1/4"

4" 2 3/

4"

3" = 1'-0"

EQ

3 1/

09.26.13

DEVELOPMENT DEPARTMENT CONSOLIDATION AND REMODELING

GYP. BD PARTITION AT EXIST CORNER CW MULLION - WALL

8

3" = 1'-0"

11902

SIEBENS BUILDING NINTH LEVEL

5/8"

6"

3 5/8” STEEL STUDS AT 16” O/C WITH FULL THICK SOUND ATTENUATION INSULATION

GLASS PARTITION AT EXIST CORNER CW MULLION - WALL

2 3/4"

8 1/4"

7

6"

5/8"

3 5/8” STEEL STUDS AT 16” O/C WITH FULL THICK SOUND ATTENUATION INSULATION

2 3/4"

EXISTING EXTERIOR CW GLASS

1' - 10 3/4"

3 5/8"

EXISTING CONCRETE COLUMN 1' - 4 1/4" TO GRID 'A'

EXISTING EXTERIOR CW GLASS

EQ

5/8"

EXISTING CW VERTICAL MULLION

1"

4 7/8"

7 1/8" TO GRID '7'

EXISTING CW VERTICAL MULLION

2 1/8"

3" = 1'-0"

GLASS PARTITION AT EXIST CW MULLION - WALL

Date

1"

6

DAVID NORBACK

EXISTING FOIL FACED CW INSULATION

DASHED LINE INDICATES EDGE OF EXISTING STRUCTURAL SLAB

6"

GYP. BD. PARTITION AT EXIST CW MULLION - WALL

Signature

EXISTING GYPSUM BOARD AND STEEL STUD FRAMING – ABOVE AND BELOW CURTAIN WALL VISION GLASS

EXISTING FOIL FACED CW INSULATION

5

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.

Project For

V.I.F.

1' - 0"

1 1/2" 1 1/2"

2 3/4"

11902 09.26.13

Registration Number

6" 2 1/2"

3/4"

5/8"

7"

9 1/4"

GLASS PARTITION - FULL HEIGHT GLASS PANEL

5/8"

5/8"

3 5/8” STEEL STUDS AT 16” O/C WITH FULL THICK SOUND ATTENUATION INSULATION

3/4"

5/8” THICK FIRE TREATED WOOD SPACER – ANCHORED TO EXISTING WALL ABOVE AND BELOW CW VISION GLASS

DASHED LINE INDICATES EDGE OF EXISTING STRUCTURAL SLAB

1"

GLASS PARTITION - METAL CHANNEL RECEIVER

3 5/8” STEEL STUDS AT 16” O/C WITH FULL THICK SOUND ATTENUATION INSULATION

6"

2' - 2" TO GRID

1 1/2"

EXISTING SOLID SURFACE CW SILL - BELOW OR ABOVE

5/8" EXISTING GYPSUM BOARD AND STEEL STUD FRAMING – ABOVE AND BELOW CURTAIN WALL VISION GLASS

5/8” X 3” ALUMINUM SPACER - ANCHOR TO EXISTING WALL - VERIFY FRAMING LOCATION IN FIELD - FINISH TO MATCH GLASS PARTITION PROVIDED BY GLASS PARTION PROVIDER

EXISTING SOLID SURFACE CW SILL - BELOW OR ABOVE

2' - 2" TO GRID

1 1/2"

DASHED LINES INDICATES WALL FRAMING AT THE HEAD OF THE GLASS WALL PANELS

2 3/4"

6" 2 3/4"

1 1/2"

EXISTING SOLID SURFACE CW SILL - BELOW OR ABOVE

4 7/8"

Date

1' - 0"

1" 6" 2 3/4"

EXISTING GYPSUM BOARD AND STEEL STUD FRAMING - ABOVE AND BELOW CURTAIN WALL VISION GLASS

5/8"

5/8"

2 3/4"

5/8"

EXISTING CW VERTICAL MULLION

EXISTING FOIL FACED CW INSULATION

3 5/8"

3 5/8"

5/8” GYPSUM BOARD

GLASS PARTITION - METAL CHANNEL RECEIVER

EXISTING FOIL FACED CW INSULATION

5/8"

Registration Number

4 7/8"

GLASS PARTITION - FULL HEIGHT GLASS PANEL

EXISTING CW VERTICAL MULLION

5/8” THICK FIRE TREATED WOOD SPACER – ANCHORED TO EXISTING WALL ABOVE AND BELOW CW VISION GLASS

3" = 1'-0"

EQ

1"

1 1/2" 1 1/2"

4

1"

EXISTING EXTERIOR CW GLASS

3" = 1'-0"

DAVID NORBACK

GYP. BD. PARTITION AT EXIST CORNER CW MULLION - VISION GLASS

5/8"

3"

3

3" = 1'-0"

GLASS PARTITION AT EXIST CORNER CW MULLION - VISION GLASS

1 1/2"

2

3" = 1'-0"

GLASS PARTITION AT EXIST CW MULLION - VISION GLASS

2 3/4"

1

GYP. BD. PARTITION AT EXIST CW MULLION - VISION GLASS

13

GYP. BD /GLASS PARTITION AT EXIST CW MULLION - WALL 3" = 1'-0"

14

TYPICAL CURTAIN WALL WALL SECTION 3/4" = 1'-0"

15

GLASS PARTITION AT EXIST ANGLED CW MULLION - WALL 3" = 1'-0"

A926


COUNTERTOP TYPE: A

2' - 0 1/2"

3/4"

2' - 1"

DIM. 2' - 1"

1"

5"

COUNTERTOP TYPE: E

3' - 6"

MDF VENEER PANEL BEYOND (PL-1)

COUNTERTOP TYPE: F

AV CABINET PLAN

2

4 1/2"

DIM. 2' - 4 1/2"

4 1/2" 11"

MDF VENEERED BACK PANEL COORDINATE OPENINGS WITH A.V.

1" = 1'-0"

3

1/8" DRIP GROOVE COUNTERTOP DESIGNATION

3/4" PLASTIC LAMINATE INSIDE CABINET FACING

1" = 1'-0"

AV CABINET SIDE ELEVATION

4

1" = 1'-0"

AV CABINET SECTION

5

1" = 1'-0"

1"

5" 1.5" PLASTIC LAMINATE COUNTERTOP (PL-2)

MDF VENEER BASE (PL-1)

2' - 0"

AV CABINET FRONT ELEVATION

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

DIM. 2' - 4 1/2"

1/8" DRIP GROOVE

C31-PL

INDICATES: DIM

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

TYPICAL FINISHES

Certification

PL = PLASTIC LAMINATE SS = SOLID SURFACE

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.

TYPICAL COUNTERTOPS LEGEND 1/2"

NOT TO SCALE

1/2"

1/2"

GYP BD CEILING SYSTEM - SEE REFLECTED CEILING PLAN

EQ

RECESSED SPOT LIGHT FIXTURE

SEE FLOOR PLAN FOR PARTITION TYPES

GYP BD AND STEEL STUD SOFFIT - SEE REFLECTED CEILING PLAN

GYP BD AND STEEL STUD SOFFIT - SEE REFLECTED CEILING PLAN

Signature

Date

SEE FLOOR PLAN FOR PARTITION TYPES

SEE FLOOR PLAN FOR PARTITION TYPES

EXISTING EXTERIOR WALL SYSTEM

SEE FLOOR PLAN FOR PARTITION TYPES

GYP BD AND STEEL STUD SOFFIT - SEE REFLECTED CEILING PLAN SEE FLOOR PLAN FOR PARTITION TYPES

HARDWARE: HAFELE 112.83.900

HARDWARE: HAFELE 112.83.900

1 1/2"

1"

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

FIVE PLASTIC LAMINATE SHELVES ON ADJUSTABLE STANDARDS

SIX PLASTIC LAMINATE SHELVES ON ADJUSTABLE STANDARDS

1' - 8 1/2"

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

2' - 0"

6

2' - 0"

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

LIBRARY GLASS SHELVING AND CREDENZA

7

1" = 1'-0"

1' - 3"

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

LIBRARY STORAGE CABINET

8

1" = 1'-0"

PL-1 NOTE: G.C. TO PROVIDE BLOCKING IN STUD WALL AS REQUIRED

Signature

DAVID NORBACK

Registration Number Date

11902 09.26.13

Project For

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

LIBRARY STORAGE CABINET WEST

10

1" = 1'-0"

SIEBENS BUILDING NINTH LEVEL

PL-1 NOTE: G.C. TO PROVIDE BLOCKING IN STUD WALL AS REQUIRED

PL-1

1' - 6"

DEVELOPMENT DEPARTMENT CONSOLIDATION AND REMODELING

4" 2' - 0"

3"

9

KITCHEN STORAGE CABINET 1" = 1'-0"

WORK ROOM STORAGE CABINET 1" = 1'-0"

1/2"

1/2"

3"

4"

3"

PL-1

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

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

4"

4"

1' - 0"

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

3"

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

FOUR PLASTIC LAMINATE SHELVES ON ADJUSTABLE STANDARDS

HARDWARE: HAFELE 112.83.900

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

09.26.13

HARDWARE: HAFELE 112.83.900

FIVE PLASTIC LAMINATE SHELVES ON ADJUSTABLE STANDARDS

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

11902

HARDWARE: HAFELE 112.83.900

7' - 0"

2' - 1"

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

9' - 0"

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

8' - 0"

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

8' - 0"

8' - 0"

TWO 18" DEEP GLASS SHELVES ON ADJUSTABLE STANDARDS

DAVID NORBACK

Registration Number

1/2"

EQ

GYP BD AND STEEL STUD SOFFIT - SEE REFLECTED CEILING PLAN

Consultants

FINISH ( SEE BELOW )

COUNTERTOP TYPE - SEE ABOVE

1

1"

1 1/2"

1" 5 1/2"

1' - 2"

MDF VENEER BASE (PL-1)

MDF VENEER BASE (PL-1)

1 1/2" DIM.

9" 5"

NOTE: INCLUDE MDF VENEER PHONE POCKET HOLDER (PL-1) AS REQUIRED SEE FLOOR PLAN

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

COUNTERTOP TYPE: D

1/8" DRIP GROOVE

4"

4"

1' - 10 1/2"

COUNTERTOP TYPE: C

5 A930

7" 3"

1 1/2"

3/4" PLYWOOD

7" 9"

4"

6" 3/4" 3/4"

3"

3/4"

NOTE: ROTATE CABINET AS REQUIRED AND INCLUDE MDF VENEER PHONE POCKET HOLDER (PLAM-1) AS REQUIRED - SEE FLOOR PLAN

MDF VENEER PHONE POCKET HOLDER (PL-1) - ATTACH TO CABINET WITH (4) MOD-EEZ CLIPS

MDF VENEER PHONE POCKET HOLDER (PL-1)

1' - 9 1/4"

PLASTIC LAMINATE COUNTERTOP (PLAM-1)

2' - 1"

MDF VENEER SHELF (PL-2)

NOTE: INCLUDE MDF VENEER PHONE POCKET HOLDER (PL-1) AS REQUIRED - SEE FLOOR PLAN

7"

5"

3' - 6"

MDF VENEER PHONE POCKET HOLDER (PLAM-1)

DIM.

2' - 0"

1"

PLASTIC LAMINATE COUNTERTOP (PL-2)

3/4" 1 1/2"

CABLE NOOK

GROMMET

DIM.

PLASTIC LAMINATE COUNTERTOP (PL-2) PLAM COUNTERTOP (PL-2)

COUNTERTOP TYPE: B

11"

REFER TO FLOOR PLAN FOR PARTITION TYPE

4 A930

CABLE NOOK

REFER TO FLOOR PLAN FOR PARTITION TYPE

GYP BD CEILING SYSTEM - SEE REFLECTED CEILING PLAN

GYP BD CEILING SYSTEM - SEE REFLECTED CEILING PLAN

Project No.

6287.047.02

Drawn By

SMC, BCS

Checked By

MLK

Date

THREE PLASTIC LAMINATE SHELVES ON ADJUSTABLE STANDARDS

09/26/13

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.

3/4" PL-2 SHELF

1' - 0"

© Copyright RSP Architects 2013. All rights reserved.

Revisions

SATIN ALUM. CLOSET ROD

No.

HARDWARE: HAFELE 112.83.900

1"

HARDWARE: HAFELE 112.83.900

1 1/2"

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

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

2' - 4 1/2" 2. SEE FLOOR PLAN FOR WALL TYPE

1' - 2" 1 1/2"

2. SEE FLOOR PLAN FOR WALL TYPE

5' - 0"

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

4"

4" \\minfs02.rsparch.internal\RSPUsers$\jandring\Documents\DeptofDev_2012_jandring.rvt 9/26/2013 6:15:04 PM

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

2' - 0"

2' - 0"

12

COAT CLOSET CABINET 1" = 1'-0"

1' - 2"

1"

PLASTIC LAMINATE OVER 3/4" MDF (PL-2)

2"X2" STEEL TUBE SUPPORT COLUMN WITH 3" DIA. BRUSHED STAINLESS STEEL COVER. CENTER IN TABLE.

STEEL BASE PLATE SECURED TO FLOOR.

3"

2' - 0"

1" = 1'-0"

2' - 5"

PL-1 TOE KICK TO BE INTEGRAL WITH DOOR

3"

2' - 8"

STEEL BASE PLATE ATTACHED TO BLOCKING.

1' - 0"

NOTES: 1. G.C. TO PROVIDE BLOCKING IN STUD WALL AS REQUIRED

3' - 6"

NOTES: 1. G.C. TO PROVIDE BLOCKING IN STUD WALL AS REQUIRED

PL-1 TOE KICK TO BE INTEGRAL WITH DOOR

JANITOR CLOSET CABINET

Description CONSTRUCTION ISSUE

HARDWARE: HAFELE 112.83.900

5' - 6"

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

11

Date 9/26/13

2' - 1" 9' - 0"

9' - 0"

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

13

BASE CABINET W/ DOOR 1" = 1'-0"

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

14

HIVE TABLE SECTION 1" = 1'-0"

CASEWORK AND MILLWORK SECTIONS AND DETAILS

A930


2' - 3"

1' - 5"

1"

1 1/2"

1"

ALL EXTERIOR EXPOSED SURFACES AND EDGES ARE PLASTIC LAMINATE OVER 3/4" MDF TYPICAL

6 1/2"

1 1/2"

1"

3' - 2"

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

1 1/2"

1"

1' - 7"

ALL EXTERIOR EXPOSED SURFACES AND EDGES ARE PLASTIC LAMINATE OVER 3/4" MDF TYPICAL

3"

PLAM BASE

1' - 6"

1

1' - 5"

3' - 6"

3"

TWO ( 2 ) EQUAL FILE CABINETS ON BOTH SIDES W/ PULLS CENTERED ON FACE (HARDWARE: HAFELE 112.83.900) WHITE THERMOFUSED MELAMINE OVER 3/4" MDF INTERIORS AND 1/4" WHITE THERMOFUSED MELAMINE BACK TYPICAL

5"

PLAM BASE

3' - 0"

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

TWO LAYERS 3/4" MDF WITH PLASTIC LAMINATE DIVIDER PANELS BEYOND

Consultants SECURE TO FLOOR AND COLUMN

3"

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

TWO ( 2 ) EQUAL FILE CABINETS ON BOTH SIDES W/ INTERNAL DIVIDERS, PULLS CENTERED ON FACE (HARDWARE: HAFELE 112.83.900)

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

1' - 0 1/2"

EQ.

4"

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

4"

3' - 6"

3' - 0 1/2"

EQ.

PLASTIC LAMINATE SHELF WITH ADJUSTABLE STANDARDS

4' - 0"

HARDWARE: HAFELE 112.83.900

1' - 9" 2' - 2" Certification

WORK AREA BASE CABINET W/ DOOR

WORK AREA ISLAND DRAWERS

2

1" = 1'-0"

3

1" = 1'-0"

1' - 1 1/2"

1' - 1 1/2"

1' - 0"

1' - 0"

1 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.

MAIL DRAWER CABINET 1" = 1'-0"

Signature

1 1/2"

DAVID NORBACK

3.00°

1/2"

1/2"

Registration Number

2' - 0"

2' - 0"

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

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

HARDWARE: HAFELE 112.83.900

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

7. 00° 0° 42.0

° 7.00

09.26.13

7"

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

Date

7.00°

Signature

0° 7 .0

11902

2"X3"X1/4" STEEL TUBE - WELD TO STEEL CHANNELS - TYP.

10 A802

DAVID NORBACK

Registration Number

11902

WOOD BLOCKING - AS REQUIRED

Date

09.26.13

HARDWARE: HAFELE 112.83.900

Project For

2' - 0"

2' - 0"

1 1/2"

1"

ALL EXTERIOR EXPOSED SURFACES AND EDGES ARE PLASTIC LAMINATE OVER 3/4" TYPICAL

° " '- 0 R3

0 7.0

PLASTIC LAMINATE MODESTY PANEL - PL-2

TWO ( 2 ) EQUAL DRAWERS W/ PULLS CENTERED ON FACE (HAFELE 112.83.900)

1'-3 5/16"

EQ.

4"

2' - 1"

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

1 1/2"

7' - 0"

1"

7"

SOLID SURFACE COUNTER TOP AND BACK SPLASH

7' - 0"

2' - 2"

1"

0° 7. 0

DASHED LINE INDICATES SOLID SURFACE COUNTERTOP ABOVE - SSM-2

2' - 10"

3' - 0"

EQ.

2'R1

1'-3 3/16"

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

4"

4"

" 10

3"

3"

1" = 1'-0"

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

BASE CABINET WITH DRAWERS AND UPPER CABINET

5

SIEBENS BUILDING NINTH LEVEL

STEEL 2"X2"X1/4"X6" LONG STEEL ANGLE CLIPS WELDED TO CHANNEL (2 LOCATIONS EACH CHANNEL)

7"

BASE CABINET WITH SINK AND UPPER CABINET

11 A802

CURVED C6X5 STEEL CHANNEL

PLAM BASE

2' - 0"

PLAM BASE

2' - 0"

4

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

C6X5 STEEL CHANNEL AT EVERY 7 DEG. ALONG RADIUS - TYP.

7"

2' - 4 1/2"

UNDERMOUNT STAINLESS STEEL SINK

2' - 6 1/2"

HARDWARE: HAFELE 112.83.900

DEVELOPMENT DEPARTMENT CONSOLIDATION AND REMODELING

HIVE BAR PLAN SECTION

6

1" = 1'-0"

1" = 1'-0"

Project No.

6287.047.02

Drawn By DASHED LINES INDICATE LOCATION OF PARTIAL HEIGHT WALL WALL AT END CONDITION

Checked By

4" 1' - 3"

2' - 6" CLEAR TO OPP.

4"

2"

MLK

Date

PLASTIC LAMINATE LEDGE

2"

4"

EXISTING SOLID SURFACE CW SILL

1' - 3"

1' - 3"

2' - 6" CLEAR TO OPP.

4"

2"

2"

4" 3"

3 "

PLASTIC LAMINATE ON ALL EXPOSED SURFACES OVER 3/4" PLYWOOD BACK, FASTEN TO PLYWOOD FRAME (PL-2) UPHOLSTERY FABRIC OVER HIGH DENSITY FOAM. SEE FINISH SCHEDULE

3' - 6"

UPH-7

No.

UPH-7

VENT HOLES

SOLID WOOD BLOCKING AS REQUIRED

2X4 WOOD BLOCKING AS REQUIRED

2X4 WOOD BLOCKING AS REQUIRED

Description CONSTRUCTION ISSUE

PLAM BASE

3" 2 1/2"

1' - 1 1/2" 1' - 9"

BANQUETTE DETAIL 1 1/2" = 1'-0"

1"

2"

2"

1"

1' - 1 1/2"

2 1/2"

4"

2"X2" EXTRUDED ALUMINUM ANGLE

4"

2"X2" EXTRUDED ALUMINUM ANGLE

Date 9/26/13

1' - 5"

SOLID WOOD BLOCKING AS REQUIRED

1' - 5"

3 5/8" STEEL STUDS AT 16" OC

10"

3 5/8" STEEL STUDS AT 16" OC

10"

3"

VENT HOLES

2' - 9 1/2"

UPHOLSTERY FABRIC OVER HIGH DENSITY FOAM. SEE FINISH SCHEDULE

Revisions

3' - 0 3/4"

PLASTIC LAMINATE ON ALL EXPOSED SURFACES OVER 3/4" PLYWOOD BACK, FASTEN TO PLYWOOD FRAME

3 "

1/4"

FLAMEPROOF UPHOLSTERY FABRIC OVER HIGH DENSITY FOAM. SEE FINISH SCHEDULE UPH-8

1/2"

FLAMEPROOF UPHOLSTERY FABRIC OVER HIGH DENSITY FOAM. SEE FINISH SCHEDULE UPH-10

© Copyright RSP Architects 2013. All rights reserved.

1' - 4"

WEBBING WRAPPED OVER NON-SAG METAL SPRING

1' - 10"

WEBBING WRAPPED OVER NON-SAG METAL SPRING

09/26/13

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.

PLASTIC LAMINATE LEDGE (PL-2)

7

BCS

PLAM BASE (PL-2)

3"

3" 2 1/2"

1' - 9"

1' - 1 1/2"

1"

2"

2"

1"

1' - 9"

8

WINDOW BANQUETTE DETAIL 1 1/2" = 1'-0"

MILLWORK SECTIONS AND DETAILS

A931 \\minfs02.rsparch.internal\RSPUsers$\jandring\Documents\DeptofDev_2012_jandring.rvt 9/26/2013 6:50:12 PM

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