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
\\minfs02.rsparch.internal\RSPUsers$\jandring\Documents\DeptofDev_2012_jandring.rvt 9/26/2013 6:14:48 PM
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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
A209B \\minfs02.rsparch.internal\RSPUsers$\jandring\Documents\DeptofDev_2012_jandring.rvt 9/26/2013 6:14:49 PM
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RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com
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
A210 \\minfs02.rsparch.internal\RSPUsers$\jandring\Documents\DeptofDev_2012_jandring.rvt 9/26/2013 6:14:49 PM
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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
A301 \\minfs02.rsparch.internal\RSPUsers$\jandring\Documents\DeptofDev_2012_jandring.rvt 9/26/2013 6:14:50 PM
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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
A924 \\minfs02.rsparch.internal\RSPUsers$\jandring\Documents\DeptofDev_2012_jandring.rvt 9/26/2013 6:15:00 PM
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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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