DOCUMENT PACKAGE
MAYO PROJECT #7R120390
Relocation of Print Shop and Mail Room Technology Drive Warehouse
ISSUED:
06/17/13
PACKAGE:
CONSTRUCTION DOCUMENTS
ROCHESTER, MINNESOTA MAYO PROJECT NUMBER #7R120390
Note: Not all abbreviations listed below are necessarily used in the drawings; refer elsewhere for abbreviations related to product or material codes. ABV. A.F.F. ACC. ACC. PML. ACFLR. ACOUS. A.C.T. A.C.P. ADD. ADD'N(L) ADH. ADJ. A/C ALT. ALUM. A.D.A. ANCH. A.B. ANOD. & "L" ANTQ. APT. APPVD. ARCH.
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
AWDWK.
CAB. CPT. CSWRK. C.I. C.I.P. C.B. CALK. CLG. CEM. CTR. C.L. C.T. C.BD. CH. CR. CIRC. C.O. CLR. CLR.OPG. CLO. CLS. C.W. COL. COMP. COMPR. CONC. CMU. CONF. CONNX.
\\min f s 0 2 .r s p a r c h .in t e r n a l\RSP Us e r s $ \ja n d r in g \Do c u me n t s \P r in t Sh o p & M a il Ro o m Ce n t r a l_ja n d r in g .r v t 6 / 1 7 / 2 0 1 3 5 :1 6 :4 2 P M
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
CONST. CONT'D. CONT. CONTR. C.J. COR. C.G. CORR. CORRUG. CTR.
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
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.
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
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.
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
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.
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
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.
GA. GALV. G.I. GASK. GA. GEN. GL. G.B. GRD. GRN. GRT. GRV. GRND. GFCI. GT. GYP. GYP. BD.
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
HVY. HDF. HT. H.P. H.C. H. GRN. HORIZ. H.B. H.W. HR.
HANDRAIL HARDBOARD HARDWARE HARDWOOD HEAD HEATING HEATING, VENTILATING AND AIR CONDITIONING HEAVY HIGH DENSITY FIBERBOARD HEIGHT HIGH POINT HOLLOW CORE HONED GRANITE HORIZONTAL HOSE BIBB HOT WATER HOUR
I.C. INCAN. INCL. INFO. I.D. INSUL. INT. INTM. INV. I.O.C.
IN CONTRACT INCANDESCENT INCLUDE(D)(ING) INFORMATION INSIDE DIAMETER INSULATION INTERIOR INTERMEDIATE INVERT ITEM OF CHARGE
JAN. JAN. CLO. JNT. JTFILL JST. J.B.
JANITOR JANITOR CLOSET JOINT JOINT FILLER JOIST JUNCTION BOX BOX
K.P. KIT. K.O.
KICK PLATE KITCHEN KNOCKOUT
HNDRL. HDBD. HDWR. HDWD. HD. HTG. HVAC
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.
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.
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
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.
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
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
U.L. U.C. UNFIN. U.N.O. UR. UTIL.
UNDERWRITERS LABORATORY UNDERCUT UNFINISHED UNLESS NOTED OTHERWISE URINAL UTILITY
VAR. VNR. V.I.F. VERT. VEST. VIN. V.B. V.C.T. V. VOL.
WSCT. W.H. WC. W.H. W.R. W.P. W.S. WT. WLD. W.W.M. W. W.S.P. W.F. WDW. WDWALL W.GL. W/ W/IN W/O WD. W.B. W.PT. W.W.F.
WAINSCOT WALL HUNG WATER CLOSET WATER HEATER WATER RESISTANT WATERPROOF WEATHERSTRIPPING WEIGHT WELDED WELDED WIRE MESH WEST WET STANDPIPE WIDE FLANGE (STEEL) WINDOW WINDOW WALL WIRE GLASS WITH WITHIN WITHOUT WOOD WOOD BASE WORKING POINT WOVEN WIRE FABRIC
X
TIMES OR BY (AS IN 2X4)
DRAWINGS
2. ALL CONTRACTORS AND SUBCONTRACTORS TO COMPLY WITH MAYO CAMPUS STANDARD SPECIFICATIONS AND STANDARD PROCEDURES. 3. THE AVAILABILITY OF ALL MATERIALS DESIGNATED ON PLANS TO MATCH EXISTING SHALL BE VERIFIED BY CONTRACTORS AND SUBCONTRACTORS PRIOR TO ESTIMATE SUBMITTALS. CONTRACTOR TO NOTIFY OWNER IF MATCHING MATERIALS ARE NOT AVAILABLE. ANY SUBSTITUTIONS TO BE REVIEWED AND APPROVED. 4. ALL CUTTING AND PATCHING SHALL BE PERFORMED BY THE GENERAL CONTRACTOR. GENERAL CONTRACTOR SHALL INCLUDE COST OF ALL REQUIRED CUTTING AND PATCHING FOR ALL TRADES IN THEIR ESTIMATE. 5. CONTRACTORS TO PROVIDE TEMPORARY PARTITIONS AND DUST CONTROL AT ALL LOCATIONS WHERE WORK OCCURS IN CORRIDORS AND/OR CANNOT BE CONTAINED WITHIN ROOMS. 6. REMOVAL OF WALLS AND PARTITIONS TO INCLUDE ALL MECHANICAL AND ELECTRICAL ITEMS. DEMOLITION OF THESE ITEMS SHALL EXTEND BACK TO MAIN DISTRIBUTION POINTS UNLESS NOTED OTHERWISE. 7. THE GENERAL CONTRACTOR SHALL PROVIDE MAJOR DAILY CLEAN UP OF THE CONSTRUCTION SITE. ALL OTHER CONTRACTORS OR SUBCONTRACTORS SHALL CLEAN UP THEIR INDIVIDUAL TRASH AND DISPOSE OF IT. MAJOR SHIPPING CONTAINERS AND DEMOLITION ITEMS SHALL BE THE RESPONSIBILITY OF INDIVIDUAL CONTRACTORS OR SUBCONTRACTORS TO REMOVE DAILY. 8. AT CONCLUSION OF PROJECT, ALL CONTRACTORS SHALL REDLINE THE CONSTRUCTION MANAGEMENT OFFICE SET FOR OWNER'S RECORDS SHOWING ALL DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. 9. FLAME SPREAD CLASSIFICATION OF INSTALLED FINISH MATERIALS SHALL CONFORM TO 2003 MINNESOTA BUILDING CODE (2000 INTERNATIONAL BUILDING CODE) CHAPTER 8.
YD.
YARD
10. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE U.S. GYPSUM PRODUCTS AND SYSTEMS SPECIFICATION BULLETIN OR NATIONAL GYPSUM COMPANY'S LATEST SPECIFICATIONS EXCEPT AS NOTED. ALL GYPSUM BOARD TO BE FIRE RESISTIVE UNLESS NOTED OTHERWISE. 11. ALL WOOD BLOCKING AND CONCEALED LUMBER TO BE FIRE RETARDANT TREATED. 12. ALL HOLES IN FLOORS OR WALLS AS A RESULT OF DEMOLITION SHOULD BE FILLED AND SEALED TO MAINTAIN EXISTING FIRE AND SMOKE RATING OF FLOOR OR WALL SYSTEM ACCORDING TO MAYO STANDARD SPECIFICATION SECTION 07840.
& @ c L o ' " #5 _ 5#
AND AT CENTERLINE DIAMETER FEET INCHES (OR DITTO) NUMBER ("NUMBER 5") PER ("POUNDS/FOOT") PERPENDICULAR POUNDS ("5 POUNDS")
13. IF ASBESTOS OR QUESTIONABLE MATERIAL IS ENCOUNTERED, CONTACT THE MAYO FOUNDATION CONSTRUCTION MANAGER. MAYO'S ASBESTOS EVALUATION AND ABATEMENT TEAM WILL ADDRESS ANY IDENTIFIED ASBESTOS EXPOSURE. 14. CONTRACTOR, CONSTRUCTION COORDINATOR AND RICK RAMAKER FROM FACILITIES WAREHOUSE TO VERIFY ALL ITEMS TO BE SALVAGED AND RETURNED TO OWNER'S STOCK BEFORE DEMOLITION OCCURS. 15. ALL FURNISHINGS SHALL CONFORM TO 2000 INTERNATIONAL FIRE CODE CHAPTER 8. 16. NEW UPHOLSTERY MATERIALS MUST BE CALL TB117 COMPLIANT. 17. PREPARE PARTITION SURFACES (PATCH, SKIM COAT, ETC.) AS REQUIRED IN PREPARATION FOR SCHEDULED FINISHES - TYPICAL. 18. ALL CONTRACTORS INCLUSIVE OF SUBCONTRACTORS ARE TO COMPLY WITH THE GUIDELINES OF THE INFECTION CONTROL UNIT IN RELATION TO ALL CONSTRUCTION IN HOSPITAL. CONTRACTORS TO REVIEW GUIDELINES PRIOR TO SUBMITTING ESTIMATES.
DRAWING SYMBOLS 0
0
ROOM NAME
0
COLUMN OR GRID LINE - EXISTING
101
2
1 A101
MATCH LINE
1 A101 T.O. FOOTING Name Elevation EL. = 96'-0" EL. = 100'-0"
1
1
ELEVATION / LEVEL TAG SPOT ELEVATION
REVISION REFERENCE
PARTITION TAG
1 A101
DETAIL TAG
SIM
1
KEYNOTE
1t
WINDOW TAG
1i
EQUIPMENT TAG
DOOR TAG
CPT-1 VWC-1 VB-1
SIM
(FLOOR FINISH) (WALL FINISH) (BASE FINISH)
FINISH TAG ALL SURFACES
BUILDING SECTION TAG FINISH TAG WITH EXTENT OF FINISH
VB-1
SIM
ENLARGED PLAN OR DETAIL REFERENCE
VIEW NAME 1/8" = 1'-0"
CPT-1
VCT-1
DRAWING TITLE
FINISH TRANSITION
NORTH ARROW
NORTH NORTH
ARCHITECT
STRUCTURAL ENGINEERS
MECHANICAL / ELECTRICAL ENGINEER
Mayo Foundation Facilities Project Services 200 First Street SW Rochester, MN 55905
RSP Architects, Ltd. 320 South Broadway Ste. B Rochester, MN 55904 Phone: 507/285-6569 Fax: 612/677-7499
Structural Design Group 3270 19th Street NW Suite 210 Rochester, MN 55901 Phone: 507/529-5310 Fax: 507/529-5311
AKF 717 3rd Ave. SE Rochester, MN 55904 Phone: 507/208-4488
Bryce Wentworth Phone: 507/529-5310 Email: bwentworth@sdg.bz
Jodi Larson, Project Manager Phone: 507/266-4708 Email: larsonjodi@mayo.edu
KEY PLAN - SECOND LEVEL
PROJECT AREA Fax: 507/208-4483
Brian Hain, Mechanical Contact Phone: 507/322-4442 Email: bhain@afkgroup.com
PROJECT AREA
1 1 3 3 3 3
DEMOLITION PLAN
1
A001
SITE LAYOUT PLAN
1
FIRST LEVEL FLOOR PLAN PARTIAL FIRST LEVEL - NEW PLAN - AREA A PARTIAL FIRST LEVEL - NEW PLAN - AREA B PARTIAL FIRST LEVEL - NEW PLAN - AREA C PARTIAL FIRST LEVEL - NEW PLAN - AREA D RTU PLAN AND SECTIONS RTU ELEVATIONS SECOND LEVEL FLOOR PLAN ROOF PLAN FIRST LEVEL - REFLECTED CEILING PLAN DOOR SCHEDULES, PARTITION TYPES AND DETAILS ENLARGED PLANS AND DETAILS EQUIPMENT SCHEDULE DETAILS INTERIOR ELEVATIONS MILLWORK DETAILS
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
FIRST LEVEL FINISH PLAN FINISH PLAN SCHEDULE, FINISH SCHEDULE, AND FURNITURE PANEL SCHEDULE PARTIAL FIRST LEVEL FURNITURE PLAN - AREA A PARTIAL FIRST LEVEL FURNITURE PLAN - AREA B PARTIAL FIRST LEVEL FURNITURE PLAN - AREA C PARTIAL FIRST LEVEL FURNITURE PLAN - AREA D PARTIAL FIRST LEVEL FURNITURE PANEL PLAN - AREA A PARTIAL FIRST LEVEL FURNITURE PANEL PLAN - AREA D
1 1
A101 A101A A101B A101C A101D A101E A101F A102 A103 A201 A301 A302 A310 A601 A901 A921
I301A I301B I301C I301D I401A I401D S101
1 1 1 1 1 1 1
S301
PARTIAL FOOTING AND FOUNDATION PLAN AND GENERAL STRUCTURAL NOTES PARTIAL FLOOR FRAMING PLAN, PARTIAL ROOF FRAMING PLAN AND MECHANICAL UNIT SUPPORT STRUCTURAL DETAILS
M000
MECHANICAL SYMBOLS AND ABBREVIATIONS
1
M100 M101
UNDER FLOOR PLUMBING PLAN FIRST LEVEL PIPING PLAN
1 1
M201 M202 M203
FIRST LEVEL HVAC PLAN SECOND LEVEL MECHANICAL PLAN ROOF LEVEL MECHANICAL PLAN
1 1 1
M301
FIRST LEVEL FIRE PROTECTION PLAN
1
M401 M402 M501 M502 M601 M602 M603
SECTION, SCHEMATICS AND DETAILS SECTION, SCHEMATICS AND DETAILS EQUIPMENT SCHEDULES EQUIPMENT SCHEDULES CONTROLS CONTROLS CONTROLS
1 1 1 1 1 1 1
E100
ELECTRICAL SYMBOLS AND ABBREVIATIONS
1
E200
ELECTRICAL DEMOLITION PLAN
1
E300 E400 E401 E500 E600 E601 E700 E701 E800 E801 E802
ELECTRICAL LIGHTING PLAN ELECTRICAL POWER PLAN ELECTRICAL ROOF POWER PLAN ELECTRICAL TELECOM PLAN ELECTRICAL RISERS ELECTRICAL RISERS ELECTRICAL SCHEDULES ELECTRICAL SCHEDULES ELECTRICAL DETAILS ELECTRICAL DETAILS ELECTRICAL DETAILS
1 1 1 1 1 1 1 1 1 1 1
S201
101
WALL SECTION TAG
1 A101
12
(ROOM AREA)
ELEVATION TAG MULTIPLE VIEW
SIM MATCH LINE SEE X/XXX
ROOM TAG
NAME COVER SHEET FIRST AND SECOND LEVELS FIRE AND LIFE SAFETY PLAN MSC AND OZMUN 1 EXISTING EQUIPMENT REFERENCE PLAN - AREA A MSC AND OZMUN 1 EXISTING EQUIPMENT REFERENCE PLAN - AREA B MSC AND OZMUN 1 EXISTING FURNITURE REFERENCE PLAN - AREA A MSC AND OZMUN 1 EXISTING FURNITURE REFERENCE PLAN - AREA B
D101
(ROOM NAME) (ROOM NUMBER)
150 SF
1
A101
KEY PLAN - FIRST LEVEL
Jasen Andring, Project Captain Phone: 507/292-8664 Email: jasen.andring@rsparch.com
ELEVATION TAG SINGLE VIEW
0 COLUMN OR GRID LINE - NEW
SHEET NO. G000 G101 G201A G201B G301A G301B
I101 I201
1
A101
1i
OWNER
ISSUES
ISSUE KEY: 1 ISSUED 2 REVISED AND RE-ISSUED 3 NOT FOR CONSTRUCTION - REFERENCE ONLY 4 DELETED
1. ALL CONTRACTORS ARE RESPONSIBLE TO REVIEW ALL CONSTRUCTION DOCUMENTS AND ARE RESPONSIBLE FOR INFORMATION ON ALL CONSTRUCTION DOCUMENTS.
VARIABLE VENEER VERIFY IN FIELD VERTICAL VESTIBULE VINYL SHEET GOODS VINYL BASE VINYL COMPOSITION TILE VINYL WALL COVERING VOLUME
PROJECT TEAM
Tim Smith, Construction Manager Phone: 507/293-4864 Email: smith.timothy1@mayo.edu
SHEET INDEX
GENERAL NOTES
06/17/13 CONSTRUCTION DOCUMENTS
DRAWING ABBREVIATIONS
1 1
Blythe Waldemar, Electrical Contact Phone: 507/322-4441 Email: bwaldemar@afkgroup.com
RSP Architects 320 South Broadway Ste B. Rochester, Minnesota 55904
Certification
507.285.6569 612.677.7499 fax www.rsparch.com
Project For
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.
Consultants
Please purchase PDF Split-Merge on www.verypdf.com to remove this watermark.
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 t I am a duly licensed Architect under the laws of the State of Minnesota.
Sheet Information
No. Project No.
Relocation of Print Shop and Mail Room
Drawn By Checked By Date
Signature
Signature DAVID NORBACK
Registration Number
DAVID NORBACK Registration Number
11902 Date
06/17/13
11902 Date
Revisions
Technology Drive Warehouse
© Copyright RSP Architects 2009. All rights reserved.
Description
6287.043.06 BCS JHA/MLK
COVER SHEET
06/17/13
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.
06/17/13
Date
G000
EXIT NO. 1 191 OCCUPANTS
CONFERENCE 125
EXIT NO. 2 22 OCCUPANTS
CONFERENCE
16 16
126
191
26
OPEN OFFICE BREAKROOM 113
165
124
17 OCCUPANTS
FEC
22
TSU 2 123
40
25 FE
AREA OF WORK
22
BUILDING CODE, OCCUPANCY AND EGRESS INFORMATION TECHNOLOGY DRIVE WAREHOUSE - FIRST LEVEL
FE 87 OCCUPANTS
PRIVACY
PER 2007 MINNESOTA STATE BUILDING CODE (2006 IBC & GREB)
21
117
1
WOMEN'S TOILET
1
PRIVACY
MEN'S TOILET
118
116
MEN TOILET
115
22
MAIL ROOM
COMM. CLOSET
140
OFFICE 114
5
112
EXIT NO. 5 116 OCCUPANTS
60
116
50
22
FE
3 22 FE FE
FE
1
1
JANITOR CLOSET
OCCUPANCY
122
58 OCCUPANTS
FLOOR ZONE
44 OCCUPANTS
29
TW-02-1
FE
105
VERTICAL
HORIZONTAL
NA
425
425 x 0.2 = 85"
NA
VERTICAL
HORIZONTAL 245"
NA
85"
HEIGHT INFORMATION ALLOWED ACTUAL
IIB FULLY SPRINKLERED
STORIES
FLOOR OCCUPANCY (TABLE 1003.2.2.2) STORAGE AREA
SECOND LEVEL TOTALS
FE
FLOOR AREA (SQ.FT.)
41,600
41,600
3
UNLIMITED
SPRINKLER INCREASE TOTAL UNLIMITED
NOTES: THE ACTUAL "FLOOR ZONE" REFERS TO THE OCCUPIABLE FLOOR AREA
DOCK/ RECEIVING
INCHES PROVIDED
EXIT INCHES REQUIRED
425
STORAGE GROUP (S-1)
TYPE OF CONSTRUCTION
FE
106
2
NA
245" 245"
PER 2007 MINNESOTA STATE BUILDING CODE (2006 IBC & GREB)
ELECTRICAL CLOSET
1 1
3
OCCUPANT LOAD
100
1
107
1
42,444
-
BUILDING CODE, OCCUPANCY AND EGRESS INFORMATION TECHNOLOGY DRIVE WAREHOUSE - SECOND LEVEL
120
1
ELEVATOR EQUIPMENT
42,444
-
TOTAL EXIT INCHES PROVIDED
STAIR B
22 41
29
INDUSTRIAL
SQ.FTG.PER OCCUPANT (TABLE 1004.1.1)
2
41,110 SF 41,110 SF 82,182 SF
EXIT NO. 3 107 OCCUPANTS
STAIR A 1
FLOOR AREA (SQ.FT.)
3
ACTUAL
BASIC AREA (1ST LEVEL) 15,500 11,625 INCREASE FOR FRONTAGE 35,000 INCREASE FOR SPRINKLERS 62,125 SUB-TOTAL INCREASE FOR MULTI-STORY 62,125 124,250 TOTAL
107
1
1
STORIES SPRINKLER INCREASE TOTAL
AREA CALCULATIONS ALLOWED
22 FE
41
FLOOR OCCUPANCY (TABLE 1004.1.1)
FIRST LEVEL TOTALS
121
17
109
TW-01-1
FIRE PROTECTION
35 OCCUPANTS
FE
FLOOR ZONE
110
FE
IIB FULLY SPRINKLERED
NOTE: THE ACTUAL "FLOOR ZONE" REFERS TO THE OCCUPIABLE FLOOR AREA
111 WOMEN TOILET
1
HEIGHT INFORMATION ALLOWED ACTUAL
GROUP F-1 (PRINTING)
TYPE OF CONSTRUCTION
111A
119
FE
OFFICE
OCCUPANCY
COMM. CLOSET
18
SQ.FTG.PER OCCUPANT (TABLE 1003.2.2.2) 300
3
BASIC AREA (2ND LEVEL) 23,000 11,500 INCREASE FOR FRONTAGE 46,000 INCREASE FOR SPRINKLERS 80,500 SUB-TOTAL INCREASE FOR MULTI-STORY x3 (MAX) 241,500 TOTAL
VERTICAL
HORIZONTAL
139 x 0.3 = 41.7
139
0 x 0.2 = 0.0
41.7
ACTUAL
41,072 SF 41,072 SF 82,182 SF
INCHES PROVIDED
EXIT INCHES REQUIRED
OCCUPANT LOAD 139
-
AREA CALCULATIONS ALLOWED
VERTICAL
HORIZONTAL
66
0.0
66
TOTAL EXIT INCHES PROVIDED
7 OCC.
0 0
66
FE
1
RATINGS
EXIT NO. 4 36 OCCUPANTS 36
1
C
1 HOUR RATED CORRIDOR: FULL HT PARTITION 1 HR RATED CONSTRUCTION, LIMIT PASSAGE OF SMOKE WITH 20 MINUTE DOORS.
CL
1 HOUR RATED CORRIDOR: FULL HT PARTITION 1 HR RATED CONSTRUCTION, LIMIT PASSAGE OF SMOKE.
CN
RATED CORRIDOR NOT REQUIRD: FULL HT PARTITION 1 HR RATED CONSTRUCTION.
CS
1 HOUR RATED CORRIDOR: FULL HT PARTITION 1 HR RATED CONSTRUCTION, MEMBRANE TO LIMIT PASSAGE OF SMOKE FROM RATED CORRIDOR BARRIER/CEILING UP TO DECK
FIRST LEVEL FLOOR PLAN 1/16" = 1'-0"
AREA OF WORK
FE
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 1 HOUR RATED FIRE CEILING ASSEMBLY
FE
FE FE
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
FE
SYMBOLS
STAIR C 203
FE
FE FEC
FIRE EXTINGUISHER
FHC
FIRE HOSE CONNECTION
F SD
FE
FE
S
STAIR B
STAIR A 201
41 FE
82 OCCUPANTS
41
200
FIRE ALARM PULL SMOKE DETECTORS EMERGENCY SHOWER EXIT SIGN
202
RECORD STORAGE
FIRE EXTINGUISHER CABINET
FE
35"
EXIT WIDTH IN INCHES
124'
TRAVEL DISTANCE TO NEAREST EXIT
NOTE: THESE PLANS ARE BEING PROVIDED FOR INFORMATION ONLY BY MAYO CLINIC FACILITIES PROJECT SERVICES.
1
1
1
\\min f s 0 2 .r s p a r c h .in t e r n a l\RSP Us e r s $ \ja n d r in g \Do c u me n t s \P r in t Sh o p & M a il Ro o m Ce n t r a l_ja n d r in g .r v t 6 / 1 7 / 2 0 1 3 5 :1 6 :4 5 P M
1
1
1
INTERIM LIFE SAFETY MEASURES (ILSM) DESIGN REVIEW ILSM FOR THE SCOPE OF WORK HAVE BEEN REVIEWED AND NO ACTION IS REQUIRED IF A BOX IS CHECKED FOR THE FOLLOWING QUESTIONS BELOW, AN ACTION IS REQUIRED. ACTION REQUIRED FE
FE X
FE
FE
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
X
AREA OF WORK
6 FE 7
X
2
ELEMENT OF PERFORMANCE
ITEM
SECOND LEVEL FLOOR PLAN
-
STORAGE, DEBRIS REMOVAL AND HOUSEKEEPING ARE PRACTICED AND PERFORMED TO KEEP CONSTRUCTION AREA AT THE LOWEST FLAMMABLE AND COMBUSTIBLE LOAD. EGRESS ROUTES INA ND AROUND CONSTRUCTION AREA ARE CLEAR OF ALL OBSTRUCTIONS. SURVEILLANCE OF BUILDINGS, GROUNDS, AND EQUIPMENT, GIVING SPECIAL ATTENTION TO CONSTRUCTION AREAS AND STORAGE.
LS.01.02.01 EP 9 LS.01.02.01 EP 4 LS.01.02.01 EP 8
1/16" = 1'-0"
RSP Architects 320 South Broadway Ste B. Rochester, Minnesota 55904
Certification
507.285.6569 612.677.7499 fax www.rsparch.com
Project For
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.
Consultants
Please purchase PDF Split-Merge on www.verypdf.com to remove this watermark.
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 t I am a duly licensed Architect under the laws of the State of Minnesota.
Sheet Information
No. Project No.
Relocation of Print Shop and Mail Room
Drawn By Checked By Date
Signature
Signature DAVID NORBACK
Registration Number
DAVID NORBACK Registration Number
11902 Date
06/17/13
11902 Date
Revisions
Technology Drive Warehouse
© Copyright RSP Architects 2009. All rights reserved.
Description
6287.043.06 JHA JHA/MLK
FIRST AND SECOND LEVELS FIRE AND LIFE SAFETY PLAN
06/17/13
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.
06/17/13
Date
G101
SECURITY 550
CORRIDOR 500-1
AV CONF. ROOM 509
CORRIDOR 520
CONF D 503
DP-09 DP-06
DP-06
STORAGE 509A
DP-09 DP-05
CONTROL RM 508
LOBBY 530 ELEC 642
VESTIBULE 540 PRINTER 534A CONFERENCE 2-534E
CORRIDOR 534
IDF223 640A
DP-11
CORRIDOR 600-1
CONF 504
DP-14
COPY 505
DP-13 DP-12
IA-03
PRINTING 2-640
TOILET 534B
DP-10
DP-16
OFFICE 506
CONF E 507 BREAK 701
DP-15
OFFICE 770-4
SP-07
TRAINING/TESTING 534C
CONFERENCE 2-534D
SP-07
SP-01
PRINTING 650
IA-05
FILES 770-3
CLERICAL 770- OFFICE OFFICE 770-7 770-8
DP-10
IA-01
OFFICE 770-2
SP-07
OFFICE 760
IA-06
DP-08 SP-07
IA-09
STORAGE 770-16 OFFICE 760-1
SP-08
OFFICE 770-6
FILES 770-11
CONFERENCE 770-12
OFFICE 770-1
OFFICE 770-5
OFFICE 770-10
OFFICE 770-9
OFFICE OFFICE 770-13 OFFICE 770-14 770-15
IA-08 SP-09 IA-07 IA-04
IA-07
OFFICE 710-6
STORAGE 730
OFFICE 2-710
CORRIDOR 700
SP-10
PRINTING 750 OFFICE 716-4 SP-02 SP-03
OFFICE 716-2
OFFICE 716-5
\\min f s 0 2 .r s p a r c h .in t e r n a l\RSP Us e r s $ \ja n d r in g \Do c u me n t s \P r in t Sh o p & M a il Ro o m Ce n t r a l_ja n d r in g .r v t 6 / 1 7 / 2 0 1 3 5 :1 6 :4 5 P M
OFFICE 720
OFFICE 716-1
WORK 710-4
OFFICE 710-7
OFFICE 710-16
OFFICE 710-3
OFFICE 710-8 OFFICE 710-15
OFFICE 710-14
OFFICE 715-2
OFFICE 715-5
OFFICE 710-2
OFFICE 710-9
OFFICE 710-13 OFFICE 710-1 OFFICE 710-12
OFFICE 715-6
OFFICE 715-1
OFFICE 710-10 OFFICE 710-11
OFFICE 716-6
MEN 742
JANITOR 738
1
OFFICE 715-3
OFFICE 715-4
OFFICE 716-3
WOMEN 740
OFFICE 710-5
STAIR D 736
MAYO SUPPORT CENTER - PARTIAL EQUIPMENT REFERENCE PLAN - AREA A
FOR REFERENCE ONLY
1/8" = 1'-0"
NORTH
RSP Architects 320 South Broadway Ste B. Rochester, Minnesota 55904
Certification
507.285.6569 612.677.7499 fax www.rsparch.com
Project For
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.
Consultants
Please purchase PDF Split-Merge on www.verypdf.com to remove this watermark.
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 t I am a duly licensed Architect under the laws of the State of Minnesota.
Sheet Information
No. Project No.
Relocation of Print Shop and Mail Room
Drawn By Checked By Date
Signature
Signature DAVID NORBACK
Registration Number
DAVID NORBACK Registration Number
11902 Date
06/17/13
11902 Date
Revisions
Technology Drive Warehouse
Š Copyright RSP Architects 2009. All rights reserved.
Description
6287.043.06 JHA JHA/MLK
MSC AND OZMUN 1 EXISTING EQUIPMENT REFERENCE PLAN - AREA A
06/17/13
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.
06/17/13
Date
G201A
VEST 340
2-310G
STAIR B2 454
BF-01
JANITOR 330B
BF-16 BF-02
OFFICE 2-422-7
BF-17
BINDERY/PRESS ROOM 2-450A
EP-11
BF-13
OFFICE 2-422-5
PA-13
DP-04
PA-12
PA-11
BF-07
PA-03
PA-04 PA-14
BF-04
DP-02
OFFICE 2-422-2
PA-01
BF-21
OFFICE 2-422-4
EP-10
EP-11 PA-02
BF-10
EP-11
BF-19 BF-09
BF-23
EP-194
EP-11
LF-13 LF-16 LF-24
STORAGE 410D
LF-12
LF-15
DP-06
EP-03
SHIPPING 430
BF-25
BF-05
EP-06
EP-19
EP-18
? 434
OFFICE 2-422-1
EP-10
LF-21
LF-07
OFFICE 2-422-14
OFFICE 2-422-15
EP-08 EP-02
LF-17
LF-15
EP-07
TRANSFORMER 422B
EP-01
BF-24
LF-18
PF42
EP-04
BF-06
CORRIDOR 400
LF-08
PA-07
BF-26
LF-25
MEDIA SUPPORT 410
LF-23
DIGITAL IMAGING 2-422 OFFICE 2-422-13
DP-07
LF-09
OFFICE 2-422-12
BF-27
SHIPPING 440
LF-07
LF-04
LF-02
EP-10
BF-18
BF-15
LF-05
LF-11
BF-11
BF-08
BREAK AREA 2-422-11
EP-10
BF-20
DP-03
LF-06
EP-10
PA-08
BF-22
DP-01
LF-03
OFFICE 2-422-10
PA-13
BF-12
WORK AREA 2-310B
MEDIA SUPPORT 2-410-3
OFFICE 2-422-6
EP-10
WORK AREA 2-310C
LF-22
LF-22
PA-05
BF-03
PAPER STORAGE 450
EP-12
EP-12
PA-11
PA-06
DP-04
STORAGE 2-310F
EP-13 EP-11
ELECTRICAL 2-310E
OFFICE 2-422-9
DP-04
DP-04
EP-12
OFFICE 2-422-8
310G-A
EP-09
EP-05
HANGING PLATES 430A
CORRIDOR 420
ELEC 412
MEDIA SUPPORT 410
LF-10
OFFICE 422A
LF-20 LF-11
LF-19
LF-01 LF-19
LF-21
CORRIDOR 400-1
MAYO SUPPORT CENTER - PARTIAL EQUIPMENT REFERENCE PLAN - AREA B
1
1/8" = 1'-0"
NORTH
CORRIDOR 1-99
MP-05
OFFICE 59-1
\\min f s 0 2 .r s p a r c h .in t e r n a l\RSP Us e r s $ \ja n d r in g \Do c u me n t s \P r in t Sh o p & M a il Ro o m Ce n t r a l_ja n d r in g .r v t 6 / 1 7 / 2 0 1 3 5 :1 6 :4 7 P M
MP-15
OFFICE 59-3
2
MP-04
MP-03
MAIL CENTER 1-61
MP-10
MP-07
MP-15 MP-15
OFFICE 59-4
MP-06
MAIL CENTER 60
MP-02
OFFICE 59-2
OFFICE
MP-11 MP-18
MAIL DESK MP-08 1-61A
MP-15 MP-15
MP-15 MP-09
OFFICE 1-60B
MP-16
MP-15
MP-15
MP-15
MP-15
OZMUN 1 - PARTIAL EQUIPMENT REFERENCE PLAN 1/8" = 1'-0"
NORTH
FOR REFERENCE ONLY
RSP Architects 320 South Broadway Ste B. Rochester, Minnesota 55904
Certification
507.285.6569 612.677.7499 fax www.rsparch.com
Project For
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.
Consultants
Please purchase PDF Split-Merge on www.verypdf.com to remove this watermark.
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 t I am a duly licensed Architect under the laws of the State of Minnesota.
Sheet Information
No. Project No.
Relocation of Print Shop and Mail Room
Drawn By Checked By Date
Signature
Signature DAVID NORBACK
Registration Number
DAVID NORBACK Registration Number
11902 Date
06/17/13
11902 Date
Revisions
Technology Drive Warehouse
Š Copyright RSP Architects 2009. All rights reserved.
Description
6287.043.06 JHA JHA/MLK
MSC AND OZMUN 1 EXISTING EQUIPMENT REFERENCE PLAN - AREA B
06/17/13
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.
06/17/13
Date
G201B
SECURITY 550
CORRIDOR 500-1
AV CONF. ROOM 509
CORRIDOR 520
CONF D 503
8
STORAGE 509A CONTROL RM 508
LOBBY 530 ELEC 642
VESTIBULE 540
CONFERENCE 2-534E
CORRIDOR 534
CONFERENCE 2-534D
IDF223 640A CORRIDOR 600-1
PRINTER 534A
COPY 505
9
????
OFFICE 506
CONF E 507
PRINTING 2-640
TOILET 534B
CONF 504
30
BREAK 701
30
OFFICE 770-4
4
OFFICE 770-2
FILES 770-3
CLERICAL 770- OFFICE OFFICE 770-7 770-8
TRAINING/TESTING 534C
PRINTING 650
30
OFFICE 760
OFFICE 770-6
FILES 770-11
CONFERENCE 770-12
STORAGE 770-16 OFFICE 760-1
OFFICE 770-1
OFFICE 770-5
OFFICE 770-10
OFFICE 770-9
OFFICE OFFICE 770-13 OFFICE 770-14 770-15
29 36 36 9
32 OFFICE 710-6
STORAGE 730
OFFICE 715-4
OFFICE 716-3
OFFICE 720
\\min f s 0 2 .r s p a r c h .in t e r n a l\RSP Us e r s $ \ja n d r in g \Do c u me n t s \P r in t Sh o p & M a il Ro o m Ce n t r a l_ja n d r in g .r v t 6 / 1 7 / 2 0 1 3 5 :1 6 :4 7 P M
33
32
OFFICE 710-16
21
OFFICE 710-7
WORK 710-4
21
32
36
33
36 32
9
OFFICE 710-8
OFFICE 710-3
OFFICE 710-15
33
4
32
10
33
36 4
OFFICE 716-2
OFFICE 716-5
36 36
21
OFFICE 715-3
33
32
20
OFFICE 2-710
OFFICE 716-4
OFFICE 716-1
OFFICE 715-5
32
OFFICE 710-14
OFFICE 715-2
36 9 4
OFFICE 710-9
33 21
3
4
OFFICE 710-13
16 9
32 9
OFFICE 715-6
36 4
4
OFFICE 710-11
OFFICE 710-1
32
3
36
18
OFFICE 710-10
OFFICE 715-1
33
24
36
OFFICE 710-12
OFFICE 710-2
33 32
OFFICE 716-6
MEN 742
JANITOR 738
1
OFFICE 710-5
4
PRINTING 750
4
4
9
CORRIDOR 700
WOMEN 740
19
STAIR D 736
MAYO SUPPORT CENTER - PARTIAL FURNITURE REFERENCE PLAN- AREA A 1/8" = 1'-0"
FOR REFERENCE ONLY
NORTH
RSP Architects 320 South Broadway Ste B. Rochester, Minnesota 55904
Certification
507.285.6569 612.677.7499 fax www.rsparch.com
Project For
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.
Consultants
Please purchase PDF Split-Merge on www.verypdf.com to remove this watermark.
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 t I am a duly licensed Architect under the laws of the State of Minnesota.
Sheet Information
No. Project No.
Relocation of Print Shop and Mail Room
Drawn By Checked By Date
Signature
Signature DAVID NORBACK
Registration Number
DAVID NORBACK Registration Number
11902 Date
06/17/13
11902 Date
Revisions
Technology Drive Warehouse
Š Copyright RSP Architects 2009. All rights reserved.
Description
6287.043.06 JHA JHA/MLK
MSC AND OZMUN 1 EXISTING FURNITURE REFERENCE PLAN - AREA A
06/17/13
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.
06/17/13
Date
G301A
GOWNING 2-310G
VEST 340
STAIR B2 454
JANITOR 330B
11
8 13
34
OFFICE 2-422-8
OFFICE 2-422-7
32
14
27 22
BINDERY/PRESS ROOM 2-450A
18
18
STORAGE 2-310F
5 36
24
18
CLEANROOM 310G-A
ELECTRICAL 2-310E
WORK AREA 2-310C
WORK AREA 2-310B
36
35 5
36
33
33
36
OFFICE 2-422-9
36
32 32
5
5
OFFICE 2-422-5
OFFICE 2-422-6
MEDIA SUPPORT 2-410-3
33 OFFICE 2-422-10
35
5 35
15 50
36
32
35
OFFICE 2-422-2
OFFICE 2-422-4
5
32
31
BREAK AREA 2-422-11
32
5 34 34 36
26
50
31
31
36
32
32
31 31
35
50 35
5
STORAGE 410D
OFFICE 2-422-12
DIGITAL IMAGING 2-422
PAPER STORAGE 450
MEDIA SUPPORT 410
CORRIDOR 400
11
34
36
1
40
OFFICE 2-422-13
5 30 35
PF42
35
OFFICE 2-422-1 5
SHIPPING 430 ? 434
SHIPPING 440
36 32 32
35 32
32 35
OFFICE 2-422-14
OFFICE 2-422-15
5
50
5
36 50 32
50
HANGING PLATES 430A
24
CORRIDOR 420
5
18
TRANSFORMER 422B
ELEC 412
MEDIA SUPPORT 410
50
OFFICE 422A
10
3 5
17
CORRIDOR 400-1
1
MAYO SUPPORT CENTER - PARTIAL FURNITURE REFERENCE PLAN- AREA B 1/8" = 1'-0"
NORTH
CORRIDOR 1-99
OFFICE 59-1 OFFICE 59-2
\\min f s 0 2 .r s p a r c h .in t e r n a l\RSP Us e r s $ \ja n d r in g \Do c u me n t s \P r in t Sh o p & M a il Ro o m Ce n t r a l_ja n d r in g .r v t 6 / 1 7 / 2 0 1 3 5 :1 6 :4 8 P M
MAIL CENTER 1-61
MAIL CENTER 60
OFFICE 59-3
4 4
MAIL DESK 1-61A
4 4
OFFICE 59-4
2
4
4
4
4
4
6
4
OFFICE 1-60B
4
OZMUN 1 - PARTIAL FURNITURE REFERENCE PLAN 1/8" = 1'-0"
NORTH
RSP Architects 320 South Broadway Ste B. Rochester, Minnesota 55904
Certification
507.285.6569 612.677.7499 fax www.rsparch.com
Project For
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.
Consultants
Please purchase PDF Split-Merge on www.verypdf.com to remove this watermark.
FOR REFERENCE ONLY
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 t I am a duly licensed Architect under the laws of the State of Minnesota.
Sheet Information
No. Project No.
Relocation of Print Shop and Mail Room
Drawn By Checked By Date
Signature
Signature DAVID NORBACK
Registration Number
DAVID NORBACK Registration Number
11902 Date
06/17/13
11902 Date
Revisions
Technology Drive Warehouse
Š Copyright RSP Architects 2009. All rights reserved.
Description
6287.043.06 JHA JHA/MLK
MSC AND OZMUN 1 EXISTING FURNITURE REFERENCE PLAN - AREA B
06/17/13
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.
06/17/13
Date
G301B
2
4' - 3"
2' - 0"
8' - 8"
8' - 8"
4
5
6
7
8
9
DEMOLITION PLAN GENERAL NOTES: 14
VESTIBULE 100A
CONFERENCE 125
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.
2' - 0"
20
1. SEE MECHANICAL DRAWINGS FOR DUCTWORK, DIFFUSER, PLENUM BOX, LIGHTING, ELECTRICAL CONDUIT, ETC. DEMOLITION AND/OR PROTECTION.
7
126
8' - 6 1/4"
8' - 6 1/4"
CONFERENCE
20
10
2' - 0" 9' - 4"
A
3
4' - 3"
1
4
3. FIRE SAFETY MUST BE MAINTAINED FOR ALL PERSONNEL WORKING ON THE FLOOR. ALL FIRE STAIRS, ALARMS, SPEAKERS, ETC. MUST REMAIN ACCESSIBLE AND OPERABLE AT ALL TIMES. IMMEDIATELY NOTIFY BUILDING SECURITY AND BUILDING MANAGER OF DAMAGED OR DISABLED SYSTEMS AND REPAIR OR REPLACE DAMAGED SYSTEMS IMMEDIATELY.
6' - 8" 1
BREAKROOM
4. ALL FIRE SAFETY EQUIPMENT AND THE ASSOCIATED CONDUIT AND WIRING SYSTEM SHALL NOT BE HARMED DURING DEMOLITION AND/OR CONSTRUCTION AND SHALL BE PROTECTED FROM ANY PHYSICAL DAMAGE. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NOTIFY BUILDING SECURITY AND MAYO CONSTRUCTION MANAGER OF DAMAGED OR DISABLED SYSTEMS AND REPAIR OR REPLACE DAMAGED SYSTEMS IMMEDIATELY.
CORRIDOR
113
100C
2' - 0"
10' - 8"
TSU 123
15
B
15 1
100B
4"
117
3' - 1"
2' - 7 1/2"
3' - 1"
WOMEN'S TOILET
4 7
118
4' -0 "
119
8. THE INTENT OF THIS DEMOLITION IS TO PROVIDE A CLEAN AND CLEAR AREA FOR NEW CONSTRUCTION AND FINISHES AS INDICATED ON THESE ARCHITECTURAL DRAWINGS. A. DEMOLISH DASHED WALLS, MILLWORK, OR MISCELLANEOUS ITEMS. RELATED FRAMING, BRACING, AND ANCHORS MUST BE REMOVED. PROVIDE RELATED MECHANICAL/ELECTRICAL FOR THIS WORK. B. DEMOLISH FINISHES ON EXISTING WALLS OR SURFACES TO REMAIN WHERE NEW FINISHES ARE SCHEDULED. C. DEMOLISH FLOOR FINISHES AND BASE AS NOTED OR WHERE NEW FLOOR FINISHES AND BASE ARE SCHEDULED, INCLUDING ADHESIVES. D. DEMOLISH CEILINGS AND SOFFITS AS REQUIRED TO PROVIDE THE NEW CEILING LAYOUT (SEE CEILING PLAN). COORDINATE WORK INCLUDING THAT REQUIRED FOR MECHANICAL/ELECTRICAL. E. EXISTING WALLS AND SURFACES NOTED TO REMAIN, BUT DAMAGED PRIOR TO OR DURING DEMOLITION, MUST BE REPAIRED TO ACCEPT NEW FINISHES.
MEN TOILET
0"
116
7. ALL DIMENSIONS TO EXISTING ELEMENTS ARE FOR REFERENCE ONLY AND SHOULD BE FIELD VERIFIED.
3
3' -
4
MEN'S TOILET
PRIVACY
6. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBIES, PUBLIC CORRIDORS OR RESTROOMS. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN.
2' - 0"
3
PRIVACY
7' - 1 1/2"
7
CORRIDOR
5. LOUD DEMOLITION WORK (i.e. CONCRETE REMOVAL) SHALL BE COORDINATED WITH THE BUILDING MANAGER TO MINIMIZE DISRUPTION TO BUILDING OCCUPANTS.
111
OFFICE
17
115
WOMEN TOILET 110
C
15
OFFICE 114
FIRE PROTECTION
COMM. CLOSET
121
112
108
109
7
3
CORRIDOR
STAIR A
DEMOLITION PLAN LEGEND:
1
STAIR B
7
17
EXISTING PARTITION TO REMAIN
120
16
2 2' - 0"
EXISTING DOOR AND FRAME TO REMAIN
7' - 6"
EXISTING PARTITION, CASEWORK, SHELVING, EQUIPMENT TO BE REMOVED
4' - 6"
11' - 4"
17 EXISTING DOOR AND FRAME TO BE REMOVED
ROOM NAME
D 10' - 6"
1
ELECTRICAL CLOSET 122
1
1i 1i
ELEVATOR EQUIPMENT 107
"OUT"
JANITOR CLOSET
7
106
2
1 2' - 0"
15
E
10' - 8"
4 5 6
12' - 0 1/2"
19
DOCK/ RECEIVING 105
.00°
0"
8
7
17
4' - 0"
4' - 0"
7
135
4' -
3' - 6"
19 3
10' - 6"
13
10 11
0" '-
12 13
4' - 0"
4
6' - 0"
6
4' - 0"
5
115 .9 7 °
6
\\min f s 0 2 .r s p a r c h .in t e r n a l\RSP Us e r s $ \ja n d r in g \Do c u me n t s \P r in t Sh o p & M a il Ro o m Ce n t r a l_ja n d r in g .r v t 6 / 1 7 / 2 0 1 3 5 :1 6 :4 0 P M
3
8
18
3
3' - 0"
14 15 16 17
10' - 8"
F 11
12
21
21
21
21
12
18
10
19
1
FIRST LEVEL FLOOR PLAN 1/8" = 1'-0"
20
NORTH 21
RSP Architects 320 South Broadway Ste B. Rochester, Minnesota 55904
Certification
507.285.6569 612.677.7499 fax www.rsparch.com
Project For
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.
Consultants
Please purchase PDF Split-Merge on www.verypdf.com to remove this watermark.
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 t I am a duly licensed Architect under the laws of the State of Minnesota.
Sheet Information
Relocation of Print Shop and Mail Room
Drawn By Checked By Date
Signature
Signature DAVID NORBACK
Registration Number
DAVID NORBACK Registration Number
11902 Date
06/17/13
11902 Date
Technology Drive Warehouse
© Copyright RSP Architects 2009. All rights reserved.
EXISTING FURNITURE TO BE RELOCATED, REFER TO FURNITURE SCHEDULE EXISTING FURNITURE AND EQUIPMENT TO BE REMOVED AND RETURNED TO OWNER'S STOCK.
REMOVE EXISTING WALL CONSTRUCTION FOR NEW DOOR OPENING. SEE FLOOR PLAN FOR LOCATION. REMOVE AND SALVAGE EXISTING FIRE EXTINGUISHER AND BRACKET FOR REUSE. REMOVE AND SALVAGE EXISTING DOOR, DOOR FRAME, AND HARDWARE FOR REUSE. REMOVE EXISTING WALL CONSTRUCTION. ADD ALTERNATE A-1: REMOVE AND SALVAGE EXISTING ADVANCE LIFT FOR REUSE. ALTERNATE A-1: HATCHED AREA SHOWS EXISTING CONCRETE SLABS AND FOUNDATION WALLS TO BE REMOVED FOR FACILITATING REINSTALLATION OF EXISTING LIFT AT GRADE. COORDINATE DEMOLITION EXTENTS WITH NEW CONSTRUCTION REQUIREMENTS. REMOVE EXISTING CONCRETE FLOOR SLAB TO INSTALL NEW UNDERFLOOR PLUMBING. COORDINATE EXACT LOCATIONS OF FLOOR REMOVAL WITH PLUMBING DRAWINGS. INFILL TRENCH WITH NEW 6" CONCRETE SLAB AT COMPLETION OF UNDERGROUND WORK - SEE DETAIL 9/A601 NO EXISTING SLAB IN THIS AREA. SEE STRUCTURAL DRAWINGS FOR SLAB DESIGN. 24" x 24" OPENING IN EXISTING PRECAST WALL PANEL FOR NEW LOUVER. BOTTOM OF OPENING AT 10'-0" A.F.F AND CENTERED ON PANEL. 48" x 36" OPENING IN EXISTING PRECAST WALL PANEL FOR NEW LOUVER. BOTTOM OF OPENING AT 10'-0" A.F.F AND CENTERED ON PANEL. 18" x 12" OPENING IN EXISTING PRECAST WALL PANEL FOR NEW LOUVER. BOTTOM OF OPENING AT 10'-0" A.F.F AND CENTERED ON PANEL. REMOVE EXISTING CONCRETE FOUNDATION WALL TO 16 3/4" BELOW EXISTING GRADE LEVEL. SEE FLOOR PLAN FOR NEW LIFT SLAB. EXISTING FIRE DEPARTMENT SPRINKLER RISER. EXISTING HUB DRAINS TO REMAIN. REMOVE EXISTING CARD READER AND ELECTRIC STRIKE. REMOVE EXISTING GYPSUM BOARD AS REQUIRED TO INSTALL REQUIRED BACKING AND MECHANICAL/ELECTRICAL ROUGH-INS. PATCH GYPSUM BOARD UPON COMPLETION OF ROUGH-INS AND PREPARE FOR NEW FINISHES. ADD ALTERNATE A-1: EXISTING LIFT PUMP TO BE REMOVED AND SALVAGED UNTIL TIME OF INSTALLATION. ADD ALTERNATE A-1: REMOVE EXISTING CONCRETE FLOOR SLAB TO INSTALL NEW UNDERFLOOR PLUMBING. COORDINATE EXACT LOCATIONS OF FLOOR REMOVAL WITH PLUMBING DRAWINGS. INFILL TRENCH WITH NEW 6" CONCRETE SLAB AT COMPLETION OF UNDERGROUND WORK - SEE DETAIL 9/A601 REMOVE EXISTING CONCRETE FLOOR SLAB TO INSTALL NEW UNDERFLOOR ELECTRICAL CONDUIT AND FLOOR BOX. COORDINATE EXACT LOCATIONS OF FLOOR REMOVAL WITH ELECTRICAL DRAWINGS. INFILL TRENCH WITH NEW 6" CONCRETE SLAB AT COMPLETION OF UNDERGROUND WORK - SEE DETAIL 9/A601 48" x 38" OPENING IN EXISTING PRECAST WALL PANEL FOR NEW LOUVER. BOTTOM OF OPENING AT 9'-10" A.F.F AND CENTERED ON PANEL.
Date
Description
6287.043.06 BCS JHA/MLK
DEMOLITION PLAN
06/17/13
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.
06/17/13
EQUIPMENT TO BE RELOCATED, REFER TO EQUIPMENT SCHEDULE
Revisions
No. Project No.
KEYNOTE
KEYNOTES - DEMOLITION PLAN 1
15
ROOM TAG
D101
KEYNOTES - SITE PLAN 1 2 3 4
5 6
EXISTING ASPHALT PARKING LOT TO REMAIN. EXISTING CLASS 5 FIRE LANE ROAD TO REMAIN. NEW RTU, RTU SUPPORT STRUCTURE, STAIRS AND DUCTING. REMOVE EXISTING SOD WITHIN FENCED AREA. INSTALL FABRIC WEED BARRIER AND LANDSCAPE ROCK 2" THICK MINIMUM TO MATCH EXISTING LANDSCAPE ROCK. PROVIDE EDGING 6" BEYOND PERIMETER OF FENCE. NEW 8'-0" HIGH CHAIN LINK FENCE. 10'-0" DOUBLE CHAIN LINK FENCE GATE.
2
1
2
NO ING RK PA NO ING RK PA
1
2
EXISTING BUILDING
1 3
6
DN
4
5
3
AREA OF WORK
5 3 4 40'
5
- 0"
- 0" 80'
\\min f s 0 2 .r s p a r c h .in t e r n a l\RSP Us e r s $ \ja n d r in g \Do c u me n t s \P r in t Sh o p & M a il Ro o m Ce n t r a l_ja n d r in g .r v t 6 / 1 7 / 2 0 1 3 5 :1 6 :1 6 P M
1
- 0" 95'
1
SITE PLAN 1" = 20'-0"
NORTH
RSP Architects 320 South Broadway Ste B. Rochester, Minnesota 55904
Certification
507.285.6569 612.677.7499 fax www.rsparch.com
Project For
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.
Consultants
Please purchase PDF Split-Merge on www.verypdf.com to remove this watermark.
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 t I am a duly licensed Architect under the laws of the State of Minnesota.
Sheet Information
No. Project No.
Relocation of Print Shop and Mail Room
Drawn By Checked By Date
Signature
Signature DAVID NORBACK
Registration Number
DAVID NORBACK Registration Number
11902 Date
06/17/13
11902 Date
Revisions
Technology Drive Warehouse
Š Copyright RSP Architects 2009. All rights reserved.
Description
6287.043.06 JHA JHA/MLK
SITE LAYOUT PLAN
06/17/13
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.
06/17/13
Date
A001
1
2
3
4
5
6
7
8
9
10
A
FLOOR PLAN GENERAL NOTES:
AREA A
VESTIBULE 100A
CONFERENCE
AREA B
1.
ALL PLAN DIMENSIONS LOCATING STRUCTURAL ELEMENTS ARE TO CENTER CENTER LINE OF COLUMNS AND BEAMS UNLESS NOTED OTHERWISE.
2.
ALL PLAN DIMENSIONS LOCATING DOOR AND WINDOW OPENINGS IN THE EXTERIOR WALL SYSTEMS ARE ROUGH OPENINGS DIMENSIONS.
3.
ALL PLAN DIMENSIONS LOCATING INTERIOR WALL SYSTEMS ARE TO: A. FACE OF CONCRETE BLOCK UNLESS NOTED OTHERWISE. B. FACE OF CONCRETE FOUNDATION WALL UNLESS NOTED OTHERWISE. C. FACE OF GYPSUM BOARD UNLESS NOTED OTHERWISE.
4.
SEE SHEET A301 FOR DOOR SCHEDULE, DOOR TYPES, FRAME TYPES, AND LOUVER FRAME TYPES.
5.
SEE SHEET A301 FOR PARTITION TYPE INDICATOR LEGEND AND ATYPICAL PARTITION TYPE.
6.
SEE SHEET A921 FOR COUNTERTOP TYPES AND MATERIALS.
7.
ALL BASE CABINETS AND WALL CABINETS TO BE PLASTIC LAMINATE - PLAM-2.
8.
ALL COUNTERTOPS AND OPEN SHELVING TO BE PLASTIC LAMINATE - PLAM-1.
9.
REFERENCE DETAILS AND SPECIFICATIONS SECTION 06221 FOR CASEWORK, COUNTERTOPS AND SHELF SUPPORTS.
CONFERENCE
125
126
BREAKROOM
CORRIDOR
113
SECURE PRINT
100C
180A
TSU 123
B
DIGITAL PRINT 180
CORRIDOR
PRIVACY
100B
117
WOMEN'S TOILET 118
COMM. CLOSET 111A
MEN'S TOILET
PRIVACY 116
10. ALL FLOOR/CEILING PRECAST JOINTS WITHIN THE FOLLOWING ROOMS SHALL BE FILLED WITH SEALANT: 140, 150-1, 150-2, 150-3, 150A, 150B, 150C, 150D, 160, 160B, 180, 180A, 180B.
119
CORRIDOR
MEN TOILET
150-1
111
CORRIDOR
INKJET ADDRESSING
150-3
180B
OFFICE 115
WOMEN TOILET 110
C
PLAN LEGEND:
OFFICE 114
FIRE PROTECTION
COMM. CLOSET
121
112
STAIR A 109
NEW PARTITON
CONTROLS ROOM
CORRIDOR 108
STORAGE 105A
AREA A
AREA A
CORRIDOR
AREA B
NEW DOOR, REFER TO DOOR SCHEDULE
150-2
160F
STAIR B
AREA B
120
ROOM NAME
MAIL ROOM
AREA C
ROOM TAG
1
140
AREA C
AREA D
COMPRESSOR ROOM
PAPER STORAGE
AREA D
150E
150A
KEYNOTE
C31-PL
BANDING STATION
D
1i
COUNTERTOP TAG
A
SPECIALITY EQUIPMENT TAG
101
DOOR TAG
NEW PARTITION AS SCHEDULED, SEE MAYO SPECIFICATIONS SECTION 09200 FOR PARTITION CONSTRUCTION
1
ELECTRICAL CLOSET 122
ELEVATOR EQUIPMENT
E-PREP 160
107
JANITOR CLOSET 106
LFO 160A
E
BINDERY/ FINISH
SHIPPING 150D
150C
MECHANICAL ROOM
PRESS AREA
160B
150B
DOCK/ RECEIVING 105
SALT PALLET
BLOWDOWN SEPARATOR
\\min f s 0 2 .r s p a r c h .in t e r n a l\RSP Us e r s $ \ja n d r in g \Do c u me n t s \P r in t Sh o p & M a il Ro o m Ce n t r a l_ja n d r in g .r v t 6 / 1 7 / 2 0 1 3 5 :1 6 :1 7 P M
WATER SOFTENER
BOILER FEED PUMP
AREA C
BOILER
R.O. WATER
AREA D
BOILER
F
1
FIRST LEVEL FLOOR PLAN 1/8" = 1'-0"
NORTH
A
B
C
D
KEY PLAN
RSP Architects 320 South Broadway Ste B. Rochester, Minnesota 55904
Certification
507.285.6569 612.677.7499 fax www.rsparch.com
Project For
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.
Consultants
Please purchase PDF Split-Merge on www.verypdf.com to remove this watermark.
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 t I am a duly licensed Architect under the laws of the State of Minnesota.
Sheet Information
No. Project No.
Relocation of Print Shop and Mail Room
Drawn By Checked By Date
Signature
Signature DAVID NORBACK
Registration Number
DAVID NORBACK Registration Number
11902 Date
06/17/13
11902 Date
Revisions
Technology Drive Warehouse
© Copyright RSP Architects 2009. All rights reserved.
Description
6287.043.06 BCS JHA/MLK
FIRST LEVEL FLOOR PLAN
06/17/13
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.
06/17/13
Date
A101
1
2
3
4
5
FLOOR PLAN GENERAL NOTES:
A 23
Z
3
14
9' - 8"
14
Z
9' - 8"
23
G
3
5' - 6"
23
TW-04
5' - 6"
TW-04
Z
F
21
G
3
G
125
14
2
14
126
2
21
100-A2
17
CONFERENCE
126
125
A
5' - 4"
14
2 8' - 4"
OPEN OFFICE 124
14
B
12 8' - 4"
B
2
3' - 6"
2
20
8' - 4"
5"
1
3
3' - 11" A901
F
B
1
TW-03 2 F
G
TW-02
F
14
14
G
F
A901
A901
SIM.
SIM.
TW-03
14
TW-03
F
1
3' - 11"
G
SIM.
G
14
5
F
A901
3
4
A901
1
34
3
G
G
A25-PL
14
14
E 4 1/4"
14
3 F
ALL BASE CABINETS AND WALL CABINETS TO BE PLASTIC LAMINATE - PLAM-2.
8.
ALL COUNTERTOPS AND OPEN SHELVING TO BE PLASTIC LAMINATE - PLAM-1.
9.
REFERENCE DETAILS AND SPECIFICATIONS SECTION 06221 FOR CASEWORK, COUNTERTOPS AND SHELF SUPPORTS.
KEYNOTES - FLOOR PLAN
11
2
4' - 10 3/16"
3
B
22
5
2
43
6
10' - 5 1/2"
10
2
7 8
2' /4" 11
25
9
4"
100B
2
3
4
E
CORRIDOR
5' - 4"
MP-15
3' - 4"
5' - 0"
B
5" 25
MP-15
8' - 8"
B
3
25
25
180-B1
22
19
0"
119
21
25
B
2
2' 22
3 MP-15
/4" 21
MP-15
B
24 MP-15
B
MP-15
MP-15
F
114
MP-14
F
COMM. CLOSET 112
F
6' - 5"
7' - 9 1/4"
MP-15
MP-16
8
A31-PL
MP-11
140-A
MP-14 A901
15
5"
8' - 0 1/2"
13
5" B
A31-PL
37 38 39 40 41 42 43
2
1
44
F
G
15
F
MP-17
15
24
45 46
6' - 1 3/8" 47
13
6
21
5"
108
MP-03
24
MP-14 19
34 35 36
A31-PL
L
CORRIDOR
3
1' - 0"
MP-15
G
STAIR A
F
2
34
5 A302
A901
1
11
G
6' - 11"
13' - 4"
MP-10
8' - 9"
G
MP-15
G
33
F
G
MP-07
1' - 4"
MP-15
32 33
7' - 3"
11
MP-14
31
5"
OFFICE
B B
19
MP-08
C
MP-14
13' - 0"
1
150-1
140
A31-PL
41
CORRIDOR
MAIL ROOM
25' - 10 3/4"
G
F
9' - 2"
G
MP-09
11
25 26 27 28 29 30
22
F
A901
OFFICE 115
23 24
B
25
MP-15 G
7
3' -5 "
21
150-1C
8' - 6"
11
15 16 17 18 19 20 21 22
3
2"
11
MP-15
5"
3
8'
MEN'S TOILET
3
150-1B
2'
G
B
150-1A
/4" 93
A901
B
13 14
25
2'
9 A31-PL
25
24
21
5' - 3"
3
/4" 21
116
5' - 3"
B
2
2'
PRIVACY
G
B
3
10' - 8"
12' - 0"
G
5"
13' - 2 3/4"
MP-15
B
21
2' - 2 3/4"
MP-15
43
F
1
5"
11
F
10 11 12
0"
11
F
140-B
8'
43
WOMEN'S TOILET
\\min f s 0 2 .r s p a r c h .in t e r n a l\RSP Us e r s $ \ja n d r in g \Do c u me n t s \P r in t Sh o p & M a il Ro o m Ce n t r a l_ja n d r in g .r v t 6 / 1 7 / 2 0 1 3 5 :1 6 :1 9 P M
7.
SP-10
3' - 0 3/4"
L
F
117
C
MP-17
A901
MP-17 A
1
SEE SHEET A921 FOR COUNTERTOP TYPES AND MATERIALS.
1
PRIVACY
11
6.
100C
G
G
11
109
SEE SHEET A301 FOR PARTITION TYPE INDICATOR LEGEND AND ATYPICAL PARTITION TYPE.
CORRIDOR
100-B
14
3' - 11"
3
118
5.
10. ALL FLOOR/CEILING PRECAST JOINTS WITHIN THE FOLLOWING ROOMS SHALL BE FILLED WITH SEALANT: 140, 150-1, 150-2, 150-3, 150A, 150B, 150C, 150D, 160, 160B, 180, 180A, 180B.
2' - 9 1/8" 4 1/4"
14
11
SEE SHEET A301 FOR DOOR SCHEDULE, DOOR TYPES, FRAME TYPES, AND LOUVER FRAME TYPES.
F
G
3' - 11"
1
A901
1
B
SP-01
A25-PL
3' - 10 1/2"
A901
4.
F G
2
SIM.
G
TSU
3
A901
F
123
G
3' - 11"
3
2
SP-11
11
TW-03
180A
F
3' - 11"
A
3' - 11"
14
ALL PLAN DIMENSIONS LOCATING INTERIOR WALL SYSTEMS ARE TO: A. FACE OF CONCRETE BLOCK UNLESS NOTED OTHERWISE. B. FACE OF CONCRETE FOUNDATION WALL UNLESS NOTED OTHERWISE. C. FACE OF GYPSUM BOARD UNLESS NOTED OTHERWISE.
SECURE PRINT
123
3' - 0" 3
43
TW-03
2 5' - 0"
3.
14
124-A
A
ALL PLAN DIMENSIONS LOCATING DOOR AND WINDOW OPENINGS IN THE EXTERIOR WALL SYSTEMS ARE ROUGH OPENINGS DIMENSIONS.
14
14
113
3
100-A1
18
BREAKROOM
2.
23
3' - 1 1/4"
TW-03
18
ALL PLAN DIMENSIONS LOCATING STRUCTURAL ELEMENTS ARE TO CENTER CENTER LINE OF COLUMNS AND BEAMS UNLESS NOTED OTHERWISE.
100A
G
CONFERENCE
Z
VESTIBULE
F
17
F
F
1.
MP-17
MP-17
MP-17
15
15 MP-17
15
MP-17
48
MP-17
DASHED LINES INDICATE ADJUSTABLE PLASTIC LAMINATE SHELVING ABOVE - SEE ELEVATIONS AND DETAILS NEW FLOOR BOX IN CONCRETE FLOOR - SEE ELECTRICAL DRAWINGS. DASHED LINES INDICATE WALL CABINETS ABOVE - SEE ELEVATIONS AND DETAILS EXISTING SHELVING TO BE TEMPORARILY REMOVED AND RELOCATED DURING CONSTRUCTION. SHELVING TO BE INSTALLED BACK IN PLACE AT COMPLETION OF CONSTRUCTION. REMOVE EXISTING WALL AS REQUIRED FOR INSTALLATION OF MECHANICAL AND ELECTRICAL SYSTEMS. INSTALL NEW WALL IN SAME LOCATION OF TYPE INDICATED UPON COMPLETION OF MECHANICAL / ELECTRICAL WORK. REMOVE EXISTING 14" X 14" OPENING IN CONCRETE TOPPING AND PRECAST - SEE STRUCTURAL DRAWINGS. NEW BOILER FLUE - SEE MECHANICAL DRAWINGS. REMOVE (6) EXISTING SHELVING UNITS AND SALVAGE (4) TO OWNER. REINSTALL (2) SHELVING UNITS UPON COMPLETION OF CONSTRUCTION. ALTERNATE A-1: REINSTALL EXISTING ADVANCE LIFT. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL DETAILS. AIR HOSE REEL - SEE MECHANICAL. NO WORK IN THIS ROOM. ALIGN FINISHED FACE OF NEW WALL WITH FINISHED FACE OF EXISTING WALL. CLOSET ROD AND SHELF - SEE DETAIL 7/A921. INSTALL SOUND ATTENUATION INSULATION AND 5/8" GYPSUM BOARD ON EXISTING STEEL STUD PARTITIONS TO 6" ABOVE CEILING - SEE ROOM FINISH SCHEDULE FOR FINISHES. PALLET DROP LOCATION - SEE FINISH PLAN FOR FLOOR PAINTING. OVERHEAD PROJECTION SCREEN BY A.V. - SEE CEILING PLAN. LCD SCREEN BY A.V. A.V. CABINET - SEE DETAIL 1/A601. NEW FIRE EXTINGUISHER AND BRACKET. NEW SEMI RECESSED FIRE EXTINGUISHER AND CABINET. CARD READER - SEE ELECTRICAL. 3 BUTTON DOOR CONTROL - COORDINATE WITH ELECTRICAL DRAWINGS. PLASTIC LAMINATE SILL - SEE DETAIL 8/A301 AND 9/A301 DASHED LINE INDICATES FIRE TREATED BL (B SIDE EXPOSED) 1/2" x 4'-0" HIGH PLYWOOD WAINSCOTTE OVER GYPSUM BOARD WALL. PAINT PLYWOOD TO MATCH WALL COLOR. 4" x 48" BOLLARD - SEE DETAIL 8/A601. NOT USED. EMERGENCY EYEWASH AND SHOWER - SEE PLUMBING DRAWINGS. RECYLING CONTAINER LOCATION. DOOR ACTUATOR BUTTON. WRAP GYPSUM BOARD BACK TO EXISTING DOOR FRAME AND SEAL PERIMETER WITH SEALANT. ALTERNATE A-1: NEW SUMP FOR DOCK DRAIN - SEE PLUMBING DRAWINGS. NEW FLOOR DRAIN - SEE PLUMBING DRAWINGS. NEW PLUMBING GUARD RAIL PROTECTION - SEE DETAIL SIM. TO 7/A601. EXISTING HUB DRAIN OR TRAP - SEE PLUMBING DRAWINGS. PROTECTION RAIL AND POST - SEE DETAIL 7/A601. 4" HIGH CONCRETE EQUIPMENT PAD WITH #3 REINFORCING BARS AT 24" O/C EACH WAY. REFER TO MECHANICAL DRAWINGS FOR EQUIPMENT SIZE REQUIREMENTS. APPLY BONDING AGENT TO THE FACE OF THE EXISTING SLAB PRIOR TO POURING CONCRETE HOUSE KEEPING PAD. WATER SOFTNER SYSTEM - SEE MECHANICAL DRAWINGS. R.O. WATER SYSTEM - SEE MECHANICAL DRAWINGS. BOILER SYSTEM - SEE MECHANICAL DRAWINGS. PLASTIC LAMINATE TRAY HOLDER - SEE DETAIL 11/A921. R.O. WATER TAP AND METER - SEE PLUMBING DRAWINGS. 4" HIGH CONCRETE CURB. INSTALL 3 MIL VAPOR BARRIER AND 5/8" GYPSUM BOARD ON EXISTING STEEL STUD PARTITIONS FULL HEIGHT. ADD ALTERNATE A-1: REINSTALL EXISTING LIFT PUMP. PROVIDE 6" CONDUIT FROM FINISHED FLOOR TO LIFT PIT. EXTEND HYDRAULIC AND ELECTRICAL CONNECTIONS AS REQUIRED. NEW P-LAM DIGITIZER CART - SEE DETAIL 10/A921 ADD ALTERNATE A-1: NEW FLOOR DRAIN - SEE PLUMBING DRAWINGS. ADD ALTERNATE A-1: PROTECTION RAIL AND POST - SEE DETAIL 7/A601. NEW 48" X 38" DUCT PENETRATION THRU EXISTING PRECAST WALL SEE SHEET A302 FOR DETAILS
1
PARTIAL FIRST LEVEL - NEW PLAN AREA A 1/4" = 1'-0"
FLOOR PLAN LEGEND: EXISTING PARTITION TO REMAIN
1i
A
B
C
D
NORTH EQUIPMENT TAG
1i A
SPECIALITY EQUIPMENT TAG
101
DOOR TAG
NEW PARTITION AS SCHEDULED, SEE MAYO SPECIFICATIONS SECTION 09200 FOR PARTITION CONSTRUCTION
1
EXISTING DOOR AND FRAME TO REMAIN
ROOM NAME
NEW DOOR, REFER TO DOOR SCHEDULE
ROOM TAG
NEW PARTITON
C31-PL
RSP Architects 320 South Broadway Ste B. Rochester, Minnesota 55904
Certification
507.285.6569 612.677.7499 fax www.rsparch.com
1
I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.
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 t I am a duly licensed Architect under the laws of the State of Minnesota.
KEY PLAN
KEYNOTE
Project For
Consultants
Please purchase PDF Split-Merge on www.verypdf.com to remove this watermark.
COUNTERTOP TAG
HATCHED AREA INDICATES NO WORK IN THIS AREA
Sheet Information
No. Project No.
Relocation of Print Shop and Mail Room
Drawn By Checked By Date
Signature
Signature DAVID NORBACK
Registration Number
DAVID NORBACK Registration Number
11902 Date
06/17/13
11902 Date
Revisions
Technology Drive Warehouse
© Copyright RSP Architects 2009. All rights reserved.
Description
6287.043.06 BCS JHA/MLK
PARTIAL FIRST LEVEL - NEW PLAN - AREA A
06/17/13
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.
06/17/13
Date
A101A
6
7
8
9
10
FLOOR PLAN GENERAL NOTES:
A 23
G
Z
3
Z
DP-10
DP-10
DP-10
DP-10
DP-10
DP-10
23
3
DP-03
9"
28
SP-03
15
23
DP-02
Z
11' - 0"
F
23
3' - 7 3/4"
3' - 3"
23
DP-10
DP-10
DP-10
DP-10
DP-10
DP-10
DP-10
DP-10
3
SP-07
DP-04
12' - 2"
15
ALL PLAN DIMENSIONS LOCATING STRUCTURAL ELEMENTS ARE TO CENTER CENTER LINE OF COLUMNS AND BEAMS UNLESS NOTED OTHERWISE.
2.
ALL PLAN DIMENSIONS LOCATING DOOR AND WINDOW OPENINGS IN THE EXTERIOR WALL SYSTEMS ARE ROUGH OPENINGS DIMENSIONS.
3.
ALL PLAN DIMENSIONS LOCATING INTERIOR WALL SYSTEMS ARE TO: A. FACE OF CONCRETE BLOCK UNLESS NOTED OTHERWISE. B. FACE OF CONCRETE FOUNDATION WALL UNLESS NOTED OTHERWISE. C. FACE OF GYPSUM BOARD UNLESS NOTED OTHERWISE.
4.
SEE SHEET A301 FOR DOOR SCHEDULE, DOOR TYPES, FRAME TYPES, AND LOUVER FRAME TYPES.
5.
SEE SHEET A301 FOR PARTITION TYPE INDICATOR LEGEND AND ATYPICAL PARTITION TYPE.
6.
SEE SHEET A921 FOR COUNTERTOP TYPES AND MATERIALS.
7.
ALL BASE CABINETS AND WALL CABINETS TO BE PLASTIC LAMINATE - PLAM-2.
8.
ALL COUNTERTOPS AND OPEN SHELVING TO BE PLASTIC LAMINATE - PLAM-1.
9.
REFERENCE DETAILS AND SPECIFICATIONS SECTION 06221 FOR CASEWORK, COUNTERTOPS AND SHELF SUPPORTS.
30
5' - 10 3/4"
SP-04
1.
SP-04
32
DP-01 SP-05 15
SP-07
15
SP-05
15 15
SECURE PRINT
SP-05
180A
SP-04
5' - 1 3/4"
DP-04
SP-06 SP-05
15
SP-04
15
DP-07
Z
3
SP-09
10. ALL FLOOR/CEILING PRECAST JOINTS WITHIN THE FOLLOWING ROOMS SHALL BE FILLED WITH SEALANT: 140, 150-1, 150-2, 150-3, 150A, 150B, 150C, 150D, 160, 160B, 180, 180A, 180B.
SP-07
SP-04
SP-02
28
SP-04
SP-07
KEYNOTES - FLOOR PLAN
15 8' - 5" 1' - 5"
19
DP-04
DP-08
3' - 8"
SP-08
2
DP-04
1' - 0"
1
DP-18
3 4
13' - 7 3/4"
34
27
5' - 1 1/4"
33
DIGITAL PRINT
1' - 6 1/2"
27
B
19
180
9' - 1 1/2"
15 2' - 0" IA-02
C31-PL 11
B
2
DP-17
10 11 12
DP-06
A
3
13 14
COMM. CLOSET
11' - 10 1/4"
111A
24
15 16 17 18 19 20 21 22
11 111A
DP-18
IA-03
9
21
DP-11
1
180-B
5"
3' - 6"
15
IA-08 IA-09
7 8
E D
DP-14 DP-13
6
A901
DP-12
15
5
6' - 0"
12
15
IA-07
15 IA-01
G
5"
F
8' - 10 1/4"
IA-06
180B
DP-18
INKJET ADDRESSING
IA-07
MEN TOILET 11
15
25 26 27 28 29 30
B
2
DP-18
DP-15
3' - 7 3/4"
2' - 0"
7' - 6"
4' - 0"
2' - 0" 3' - 0"
7' - 6"
23 24
111
12' - 6"
DP-16
6' - 6"
30' - 1 9/16"
IA-04
7' - 6"
31
WOMEN TOILET
3' - 10 1/4"
32 33
110
24
11
C
29
B
2
DP-18
DP-18
DP-18
DP-09
DP-09
2
7' - 3"
DP-18
150-3
DP-18
37 38 39 40 41 42 43
FIRE PROTECTION 121
DP-06
11
29
7' - 0"
5"
24
24
44
CORRIDOR
45 46
150-2
STAIR B
120B 100-C
\\min f s 0 2 .r s p a r c h .in t e r n a l\RSP Us e r s $ \ja n d r in g \Do c u me n t s \P r in t Sh o p & M a il Ro o m Ce n t r a l_ja n d r in g .r v t 6 / 1 7 / 2 0 1 3 5 :1 6 :2 0 P M
5"
5"
21
24
5"
5"
2
CORRIDOR
DP-18
4' - 1" B
B
2' - 9"
2
180-C
D
IA-05
DP-18
5"
E
4' - 0"
1
DP-05
2
5"
B
B 10 C31-PL
6' - 6"
7' - 3" 3' - 6"
5"
A901
10' - 10 3/4"
7' - 3"
3' - 11"
1
34 35 36
120
47
11
48
DASHED LINES INDICATE ADJUSTABLE PLASTIC LAMINATE SHELVING ABOVE - SEE ELEVATIONS AND DETAILS NEW FLOOR BOX IN CONCRETE FLOOR - SEE ELECTRICAL DRAWINGS. DASHED LINES INDICATE WALL CABINETS ABOVE - SEE ELEVATIONS AND DETAILS EXISTING SHELVING TO BE TEMPORARILY REMOVED AND RELOCATED DURING CONSTRUCTION. SHELVING TO BE INSTALLED BACK IN PLACE AT COMPLETION OF CONSTRUCTION. REMOVE EXISTING WALL AS REQUIRED FOR INSTALLATION OF MECHANICAL AND ELECTRICAL SYSTEMS. INSTALL NEW WALL IN SAME LOCATION OF TYPE INDICATED UPON COMPLETION OF MECHANICAL / ELECTRICAL WORK. REMOVE EXISTING 14" X 14" OPENING IN CONCRETE TOPPING AND PRECAST - SEE STRUCTURAL DRAWINGS. NEW BOILER FLUE - SEE MECHANICAL DRAWINGS. REMOVE (6) EXISTING SHELVING UNITS AND SALVAGE (4) TO OWNER. REINSTALL (2) SHELVING UNITS UPON COMPLETION OF CONSTRUCTION. ALTERNATE A-1: REINSTALL EXISTING ADVANCE LIFT. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL DETAILS. AIR HOSE REEL - SEE MECHANICAL. NO WORK IN THIS ROOM. ALIGN FINISHED FACE OF NEW WALL WITH FINISHED FACE OF EXISTING WALL. CLOSET ROD AND SHELF - SEE DETAIL 7/A921. INSTALL SOUND ATTENUATION INSULATION AND 5/8" GYPSUM BOARD ON EXISTING STEEL STUD PARTITIONS TO 6" ABOVE CEILING - SEE ROOM FINISH SCHEDULE FOR FINISHES. PALLET DROP LOCATION - SEE FINISH PLAN FOR FLOOR PAINTING. OVERHEAD PROJECTION SCREEN BY A.V. - SEE CEILING PLAN. LCD SCREEN BY A.V. A.V. CABINET - SEE DETAIL 1/A601. NEW FIRE EXTINGUISHER AND BRACKET. NEW SEMI RECESSED FIRE EXTINGUISHER AND CABINET. CARD READER - SEE ELECTRICAL. 3 BUTTON DOOR CONTROL - COORDINATE WITH ELECTRICAL DRAWINGS. PLASTIC LAMINATE SILL - SEE DETAIL 8/A301 AND 9/A301 DASHED LINE INDICATES FIRE TREATED BL (B SIDE EXPOSED) 1/2" x 4'-0" HIGH PLYWOOD WAINSCOTTE OVER GYPSUM BOARD WALL. PAINT PLYWOOD TO MATCH WALL COLOR. 4" x 48" BOLLARD - SEE DETAIL 8/A601. NOT USED. EMERGENCY EYEWASH AND SHOWER - SEE PLUMBING DRAWINGS. RECYLING CONTAINER LOCATION. DOOR ACTUATOR BUTTON. WRAP GYPSUM BOARD BACK TO EXISTING DOOR FRAME AND SEAL PERIMETER WITH SEALANT. ALTERNATE A-1: NEW SUMP FOR DOCK DRAIN - SEE PLUMBING DRAWINGS. NEW FLOOR DRAIN - SEE PLUMBING DRAWINGS. NEW PLUMBING GUARD RAIL PROTECTION - SEE DETAIL SIM. TO 7/A601. EXISTING HUB DRAIN OR TRAP - SEE PLUMBING DRAWINGS. PROTECTION RAIL AND POST - SEE DETAIL 7/A601. 4" HIGH CONCRETE EQUIPMENT PAD WITH #3 REINFORCING BARS AT 24" O/C EACH WAY. REFER TO MECHANICAL DRAWINGS FOR EQUIPMENT SIZE REQUIREMENTS. APPLY BONDING AGENT TO THE FACE OF THE EXISTING SLAB PRIOR TO POURING CONCRETE HOUSE KEEPING PAD. WATER SOFTNER SYSTEM - SEE MECHANICAL DRAWINGS. R.O. WATER SYSTEM - SEE MECHANICAL DRAWINGS. BOILER SYSTEM - SEE MECHANICAL DRAWINGS. PLASTIC LAMINATE TRAY HOLDER - SEE DETAIL 11/A921. R.O. WATER TAP AND METER - SEE PLUMBING DRAWINGS. 4" HIGH CONCRETE CURB. INSTALL 3 MIL VAPOR BARRIER AND 5/8" GYPSUM BOARD ON EXISTING STEEL STUD PARTITIONS FULL HEIGHT. ADD ALTERNATE A-1: REINSTALL EXISTING LIFT PUMP. PROVIDE 6" CONDUIT FROM FINISHED FLOOR TO LIFT PIT. EXTEND HYDRAULIC AND ELECTRICAL CONNECTIONS AS REQUIRED. NEW P-LAM DIGITIZER CART - SEE DETAIL 10/A921 ADD ALTERNATE A-1: NEW FLOOR DRAIN - SEE PLUMBING DRAWINGS. ADD ALTERNATE A-1: PROTECTION RAIL AND POST - SEE DETAIL 7/A601. NEW 48" X 38" DUCT PENETRATION THRU EXISTING PRECAST WALL SEE SHEET A302 FOR DETAILS
PARTIAL FIRST LEVEL - NEW PLAN AREA B 1/4" = 1'-0"
FLOOR PLAN LEGEND:
NORTH
EXISTING PARTITION TO REMAIN
1i
EQUIPMENT TAG
1i A
SPECIALITY EQUIPMENT TAG
101
DOOR TAG
NEW PARTITION AS SCHEDULED, SEE MAYO SPECIFICATIONS SECTION 09200 FOR PARTITION CONSTRUCTION
1
ROOM TAG
NEW PARTITON
C31-PL
COUNTERTOP TAG
HATCHED AREA INDICATES NO WORK IN THIS AREA
1
B
C
D
NEW DOOR, REFER TO DOOR SCHEDULE
EXISTING DOOR AND FRAME TO REMAIN
ROOM NAME
A
KEYNOTE
KEY PLAN
RSP Architects 320 South Broadway Ste B. Rochester, Minnesota 55904
Certification
507.285.6569 612.677.7499 fax www.rsparch.com
Project For
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.
Consultants
Please purchase PDF Split-Merge on www.verypdf.com to remove this watermark.
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 t I am a duly licensed Architect under the laws of the State of Minnesota.
Sheet Information
No. Project No.
Relocation of Print Shop and Mail Room
Drawn By Checked By Date
Signature
Signature DAVID NORBACK
Registration Number
DAVID NORBACK Registration Number
11902 Date
06/17/13
11902 Date
Revisions
Technology Drive Warehouse
© Copyright RSP Architects 2009. All rights reserved.
Description
6287.043.06 BCS JHA/MLK
PARTIAL FIRST LEVEL - NEW PLAN - AREA B
06/17/13
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.
06/17/13
Date
A101B
11 MP-17
140-A
MP-17
MP-17
MP-17
B
108" STORAGE
MP-17
MP-17
TW-01
MAIL ROOM 140
E
TW-21
TW-20
MP-17
FLOOR PLAN GENERAL NOTES: D
21
15
MP-17
MP-14
8' - 1"
105A
ALL PLAN DIMENSIONS LOCATING STRUCTURAL ELEMENTS ARE TO CENTER CENTER LINE OF COLUMNS AND BEAMS UNLESS NOTED OTHERWISE.
2.
ALL PLAN DIMENSIONS LOCATING DOOR AND WINDOW OPENINGS IN THE EXTERIOR WALL SYSTEMS ARE ROUGH OPENINGS DIMENSIONS.
3.
ALL PLAN DIMENSIONS LOCATING INTERIOR WALL SYSTEMS ARE TO: A. FACE OF CONCRETE BLOCK UNLESS NOTED OTHERWISE. B. FACE OF CONCRETE FOUNDATION WALL UNLESS NOTED OTHERWISE. C. FACE OF GYPSUM BOARD UNLESS NOTED OTHERWISE.
4.
SEE SHEET A301 FOR DOOR SCHEDULE, DOOR TYPES, FRAME TYPES, AND LOUVER FRAME TYPES.
5.
SEE SHEET A301 FOR PARTITION TYPE INDICATOR LEGEND AND ATYPICAL PARTITION TYPE.
6.
SEE SHEET A921 FOR COUNTERTOP TYPES AND MATERIALS.
7.
ALL BASE CABINETS AND WALL CABINETS TO BE PLASTIC LAMINATE - PLAM-2.
8.
ALL COUNTERTOPS AND OPEN SHELVING TO BE PLASTIC LAMINATE - PLAM-1.
9.
REFERENCE DETAILS AND SPECIFICATIONS SECTION 06221 FOR CASEWORK, COUNTERTOPS AND SHELF SUPPORTS.
9' - 4" TW-20
TW-21
108"
MP-01 105-A1
B
24
1.
5"
2' - 11 1/4" 5"
TW-21
5"
MP-05
6' - 8 3/4"
14
1
19
TW-22
TW-01
A31-PL
5' - 6"
5' - 0"
2' - 11 1/4"
B
3
MP-13
27
MP-17
MP-13
MP-17
MP-13
MP-17
MP-17
MP-17
MP-17
MP-17
15
MP-17
MP-14
MP-17
MP-17
MP-14
MP-17
MP-14
MP-04
MP-17
MP-17
MP-17
13
A901
MP-17
MP-17
3' - 5"
25
105-B
25
6' - 0"
DOCK/ RECEIVING
MP-17
A901
10. ALL FLOOR/CEILING PRECAST JOINTS WITHIN THE FOLLOWING ROOMS SHALL BE FILLED WITH SEALANT: 140, 150-1, 150-2, 150-3, 150A, 150B, 150C, 150D, 160, 160B, 180, 180A, 180B.
13' - 7 1/4"
MP-17
MP-13
15' - 8"
11
TW-01
2' - 8 1/4"
5' - 3 1/4"
D
105
24 14
B
15
15
15
15
A31-PL
MP-02
15
MP-14
MP-17
5"
MP-14
MP-17
PA-13
KEYNOTES - FLOOR PLAN
PA-13
PA-13
2
5"
8' - 3"
4
3
5
105-C
25 6
3' - 1"
8' - 2"
3' - 9"
22
22
9
4' - 6"
BF-26
7' - 9"
14
BF-24
10
1' - 2" 1' - 2"
150D
150C
F
1' - 6" 6"
15' - 4 1/2"
G
7 1/2"
25 26 27 28 29 30
1' - 1"
BF-05
1
DOCK/ RECEIVING
23 24
BINDERY/ FINISH
47 1' - 0" 2' - 0" 1' - 0"
8 1/2"
10
3' - 8"
SHIPPING
15 16 17 18 19 20 21 22
19
8' - 10"
BF-04
TW-24
13 14
2' - 11"
5' - 3"
10
31
27
BF-03
TW-23
47
G
BF-02
E TW-20
10 11 12
BF-15
34
19
F
6' - 11"
7' - 11"
27
TW-23
2' - 0"
7 8
35
BF-01
105-D
BF-12
BF-18
31
BF-17
BF-14
105
32 33
BF-07
6' - 11 3/4"
28 5' - 10"
BF-25 TW-27
BF-06
4' - 6"
5' - 4 3/4"
2' - 0"
BF-23
1
A31-PL
10
1
G
3
1
BF-22
F
BF-08
BF-21
BF-20
1
BF-19
37 38 39 40 41 42 43
1' - 8 1/4"
8' - 1"
6' - 0" A31-PL
Z
BF-16
BF-13
7' - 11"
6' - 7 1/4"
1
ELECTRICAL EQUIPMENT
19' - 5 3/4"
13' - 8 3/4"
14
19' - 7 1/4"
6' - 4"
A901
13' - 9 3/4"
14
2' - 3"
19' - 7 3/4"
A25-PL
46
34 35 36
A901
1
BF-10
1' - 3"
15 F G
Z
BF-09
3
44
6' - 7 3/4"
9
10' - 10 3/4"
TW-20
8' - 6"
35
21
TW-20
6' - 9"
7' - 11"
TW-20
1' - 0"
35
25
11
\\min f s 0 2 .r s p a r c h .in t e r n a l\RSP Us e r s $ \ja n d r in g \Do c u me n t s \P r in t Sh o p & M a il Ro o m Ce n t r a l_ja n d r in g .r v t 6 / 1 7 / 2 0 1 3 5 :1 6 :2 1 P M
PA-13
MP-14
24
24
21
44
24
1
1
B
1' - 4"
A31-PL
3
8' - 0"
106
1
MP-17
12' - 0"
3
25
JANITOR CLOSET
2' - 4"
5"
11
140-C
5"
21
107
MP-06
3' - 0 3/4"
ELEVATOR EQUIPMENT
3
8' - 8" 8' - 6"
B 22
12 14' - 4"
B
BF-27
BF-11
45 46
BF-27 47 48
F
L1 2' - 0"
1
1
4' - 0"
L3 2' - 0"
3' - 3"
1' - 6"
48 3' - 3"
2' - 0"
2
3
4' - 0"
2' - 0"
2' - 0"
4' - 0"
2' - 0"
DASHED LINES INDICATE ADJUSTABLE PLASTIC LAMINATE SHELVING ABOVE - SEE ELEVATIONS AND DETAILS NEW FLOOR BOX IN CONCRETE FLOOR - SEE ELECTRICAL DRAWINGS. DASHED LINES INDICATE WALL CABINETS ABOVE - SEE ELEVATIONS AND DETAILS EXISTING SHELVING TO BE TEMPORARILY REMOVED AND RELOCATED DURING CONSTRUCTION. SHELVING TO BE INSTALLED BACK IN PLACE AT COMPLETION OF CONSTRUCTION. REMOVE EXISTING WALL AS REQUIRED FOR INSTALLATION OF MECHANICAL AND ELECTRICAL SYSTEMS. INSTALL NEW WALL IN SAME LOCATION OF TYPE INDICATED UPON COMPLETION OF MECHANICAL / ELECTRICAL WORK. REMOVE EXISTING 14" X 14" OPENING IN CONCRETE TOPPING AND PRECAST - SEE STRUCTURAL DRAWINGS. NEW BOILER FLUE - SEE MECHANICAL DRAWINGS. REMOVE (6) EXISTING SHELVING UNITS AND SALVAGE (4) TO OWNER. REINSTALL (2) SHELVING UNITS UPON COMPLETION OF CONSTRUCTION. ALTERNATE A-1: REINSTALL EXISTING ADVANCE LIFT. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL DETAILS. AIR HOSE REEL - SEE MECHANICAL. NO WORK IN THIS ROOM. ALIGN FINISHED FACE OF NEW WALL WITH FINISHED FACE OF EXISTING WALL. CLOSET ROD AND SHELF - SEE DETAIL 7/A921. INSTALL SOUND ATTENUATION INSULATION AND 5/8" GYPSUM BOARD ON EXISTING STEEL STUD PARTITIONS TO 6" ABOVE CEILING - SEE ROOM FINISH SCHEDULE FOR FINISHES. PALLET DROP LOCATION - SEE FINISH PLAN FOR FLOOR PAINTING. OVERHEAD PROJECTION SCREEN BY A.V. - SEE CEILING PLAN. LCD SCREEN BY A.V. A.V. CABINET - SEE DETAIL 1/A601. NEW FIRE EXTINGUISHER AND BRACKET. NEW SEMI RECESSED FIRE EXTINGUISHER AND CABINET. CARD READER - SEE ELECTRICAL. 3 BUTTON DOOR CONTROL - COORDINATE WITH ELECTRICAL DRAWINGS. PLASTIC LAMINATE SILL - SEE DETAIL 8/A301 AND 9/A301 DASHED LINE INDICATES FIRE TREATED BL (B SIDE EXPOSED) 1/2" x 4'-0" HIGH PLYWOOD WAINSCOTTE OVER GYPSUM BOARD WALL. PAINT PLYWOOD TO MATCH WALL COLOR. 4" x 48" BOLLARD - SEE DETAIL 8/A601. NOT USED. EMERGENCY EYEWASH AND SHOWER - SEE PLUMBING DRAWINGS. RECYLING CONTAINER LOCATION. DOOR ACTUATOR BUTTON. WRAP GYPSUM BOARD BACK TO EXISTING DOOR FRAME AND SEAL PERIMETER WITH SEALANT. ALTERNATE A-1: NEW SUMP FOR DOCK DRAIN - SEE PLUMBING DRAWINGS. NEW FLOOR DRAIN - SEE PLUMBING DRAWINGS. NEW PLUMBING GUARD RAIL PROTECTION - SEE DETAIL SIM. TO 7/A601. EXISTING HUB DRAIN OR TRAP - SEE PLUMBING DRAWINGS. PROTECTION RAIL AND POST - SEE DETAIL 7/A601. 4" HIGH CONCRETE EQUIPMENT PAD WITH #3 REINFORCING BARS AT 24" O/C EACH WAY. REFER TO MECHANICAL DRAWINGS FOR EQUIPMENT SIZE REQUIREMENTS. APPLY BONDING AGENT TO THE FACE OF THE EXISTING SLAB PRIOR TO POURING CONCRETE HOUSE KEEPING PAD. WATER SOFTNER SYSTEM - SEE MECHANICAL DRAWINGS. R.O. WATER SYSTEM - SEE MECHANICAL DRAWINGS. BOILER SYSTEM - SEE MECHANICAL DRAWINGS. PLASTIC LAMINATE TRAY HOLDER - SEE DETAIL 11/A921. R.O. WATER TAP AND METER - SEE PLUMBING DRAWINGS. 4" HIGH CONCRETE CURB. INSTALL 3 MIL VAPOR BARRIER AND 5/8" GYPSUM BOARD ON EXISTING STEEL STUD PARTITIONS FULL HEIGHT. ADD ALTERNATE A-1: REINSTALL EXISTING LIFT PUMP. PROVIDE 6" CONDUIT FROM FINISHED FLOOR TO LIFT PIT. EXTEND HYDRAULIC AND ELECTRICAL CONNECTIONS AS REQUIRED. NEW P-LAM DIGITIZER CART - SEE DETAIL 10/A921 ADD ALTERNATE A-1: NEW FLOOR DRAIN - SEE PLUMBING DRAWINGS. ADD ALTERNATE A-1: PROTECTION RAIL AND POST - SEE DETAIL 7/A601. NEW 48" X 38" DUCT PENETRATION THRU EXISTING PRECAST WALL SEE SHEET A302 FOR DETAILS
48
4
5
PARTIAL FIRST LEVEL - NEW PLAN AREA C 1/4" = 1'-0"
A
B
C
D
FLOOR PLAN LEGEND: EXISTING PARTITION TO REMAIN
1i
NORTH
EQUIPMENT TAG
1i A
SPECIALITY EQUIPMENT TAG
NEW PARTITION AS SCHEDULED, SEE MAYO SPECIFICATIONS SECTION 09200 FOR PARTITION CONSTRUCTION
1
EXISTING DOOR AND FRAME TO REMAIN 101
DOOR TAG
ROOM NAME
NEW DOOR, REFER TO DOOR SCHEDULE
ROOM TAG
NEW PARTITON
C31-PL
RSP Architects 320 South Broadway Ste B. Rochester, Minnesota 55904
Certification
507.285.6569 612.677.7499 fax www.rsparch.com
1
KEY PLAN KEYNOTE
Project For
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.
Consultants
Please purchase PDF Split-Merge on www.verypdf.com to remove this watermark.
COUNTERTOP TAG
HATCHED AREA INDICATES NO WORK IN THIS AREA
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 t I am a duly licensed Architect under the laws of the State of Minnesota.
Sheet Information
No. Project No.
Relocation of Print Shop and Mail Room
Drawn By Checked By Date
Signature
Signature DAVID NORBACK
Registration Number
DAVID NORBACK Registration Number
11902 Date
06/17/13
11902 Date
Revisions
Technology Drive Warehouse
© Copyright RSP Architects 2009. All rights reserved.
Description
6287.043.06 BCS JHA/MLK
PARTIAL FIRST LEVEL - NEW PLAN - AREA C
06/17/13
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.
06/17/13
Date
A101C
EP-04
B
C
3
PA-09 19
27
5"
ALL PLAN DIMENSIONS LOCATING STRUCTURAL ELEMENTS ARE TO CENTER CENTER LINE OF COLUMNS AND BEAMS UNLESS NOTED OTHERWISE.
2.
ALL PLAN DIMENSIONS LOCATING DOOR AND WINDOW OPENINGS IN THE EXTERIOR WALL SYSTEMS ARE ROUGH OPENINGS DIMENSIONS.
3.
ALL PLAN DIMENSIONS LOCATING INTERIOR WALL SYSTEMS ARE TO: A. FACE OF CONCRETE BLOCK UNLESS NOTED OTHERWISE. B. FACE OF CONCRETE FOUNDATION WALL UNLESS NOTED OTHERWISE. C. FACE OF GYPSUM BOARD UNLESS NOTED OTHERWISE.
4.
SEE SHEET A301 FOR DOOR SCHEDULE, DOOR TYPES, FRAME TYPES, AND LOUVER FRAME TYPES.
5.
SEE SHEET A301 FOR PARTITION TYPE INDICATOR LEGEND AND ATYPICAL PARTITION TYPE.
6.
SEE SHEET A921 FOR COUNTERTOP TYPES AND MATERIALS.
7.
ALL BASE CABINETS AND WALL CABINETS TO BE PLASTIC LAMINATE - PLAM-2.
EP-11
8.
ALL COUNTERTOPS AND OPEN SHELVING TO BE PLASTIC LAMINATE - PLAM-1.
EP-07
9.
REFERENCE DETAILS AND SPECIFICATIONS SECTION 06221 FOR CASEWORK, COUNTERTOPS AND SHELF SUPPORTS.
B
2 1
1
2
1
20
LF-14
2
C31-PL
B
A901
29
7' - 4 1/2"
EP-03
3
B
5' - 9"
15
F
1' - 9"
3
EP-20
F
G
LF-11
15
LF-18
EP-12
1' - 8 1/4"
TW-01
FLOOR PLAN GENERAL NOTES:
EP-11 CHARGING STATION
TW-01
11
G
C
TW-01
6' - 6"
1.
5"
2' - 1"
150E
150-E1
6" TW-01
B
4' - 0"
COMPRESSOR ROOM
1' - 4 3/4"
TW-01
2
5"
24
A31-PL
2' - 1"
150A
29
160-A1
2
B
16' - 4"
14' - 11"
PAPER STORAGE
2
3' - 2"
EP-07
3 3' - 4"
C
24
5"
24
B
3
7' - 0"
160-A
TW-01
C
5"
2' - 9"
TW-01
2 15' - 9"
5"
6"
TW-01
2
8' - 1"
2' - 5"
B
160F
100-C
5"
B
B
24
5"
CONTROLS ROOM
EP-06 19
D
1' - 0" EP-19
2 EP-07
LF-25 F
1' - 8"
F
G F
G
G
EP-10
G
PA-13
PA-13 TW-01
TW-01
LF-16
G
G
F
G
LF-24
LF-17
PA-14
2
EP-13
E-PREP 160
7' - 3 3/4" PA-01
3' - 4 1/2" 6 1/2"
C31-PL
LF-07
6
EP-02
EP-21
1' - 0"
10 11 12
LF-05
LF-04
13 14
34
10
EP-20
E
F
2
G
F
11' - 8" LF-19
B
G
LF-20 5"
EP-11 EP-11
19
17 C31-PL
EP-11 C31-PL
LF-01A 19
EP-14
G
10' - 3"
41
18' - 11 1/4"
4' - 0"
EP-11
EP-07
G
F
3' - 7 3/4"
G
EP-07
F
LF-10
G
F
LF-15
G
3
9' - 6 3/4"
39 Z
14' - 2"
MECHANICAL ROOM 160B
32
EP-10
3' - 5 1/4"
F
Z
PA-11
F
PA-11
G
F
G
F
G
F
G
LF-23
3
2' - 6"
10
30
32 39
Z
38
3
37 38 39 40 41 42 43
3
42
44
6"
EP-15
LF-02
1' - 9 1/2"
EP-10
34 35 36
36
5' - 0"
EP-10
EP-10
36
32
3' - 4"
36 PA-04
G
PA-07
2' - 0"
32 33
4' - 6 3/4"
45
1
3
39
37
G
8' - 1 1/2" 15
LF-01
F
PA-06
A901
B
31
2' - 0" 33
F
F
24
A901
1
1
15
18' - 0"
10
3
45 46
6" 1' - 6" 6"
1 G
25 26 27 28 29 30
G F
47
F 48
2' - 0"
4' - 0"
2' - 0"
2' - 0"
4' - 0"
2' - 0"
L3
48
3' - 3"
1' - 6"
3' - 3"
3' - 0"
6
1
15 16 17 18 19 20 21 22 23 24
LF-12 F
A901
16' - 0"
A
F
PA-05
5"
160A
EP-10
2' - 0"
150B
LF-13
LFO
PA-12
PRESS AREA
LF-22
A
EP-10
8' - 5 1/2"
LF-22
G
PA-12 8' - 0 3/4"
27
3' - 4"
B
EP-20
7' - 2 3/4"
6' - 6 3/4"
6' - 8"
F
Y
Z
LF-19
G
10
15
LF-06
33
1' - 10"
PA-08
7' - 10 1/2"
20' - 8"
9' - 1 1/2"
8' - 2"
1
7 8
9
LF-03
EP-05
A31-PL
24
5' - 3 1/4"
EP-20
EP-11
13' - 2"
11' - 7 1/2"
A901
LF-21
EP-12
PA-03
PA-02
15
LF-08
15
18
A25-PL
5
EP-09
EP-01
EP-08
16
EP-17
C31-PL
1
A901
4
G
F
G
3
F
9' - 5 3/4"
3' - 0"
EP-11 EP-12
41
3
Z
160-B
5' - 0"
5"
EP-20
2' - 0"
40
\\min f s 0 2 .r s p a r c h .in t e r n a l\RSP Us e r s $ \ja n d r in g \Do c u me n t s \P r in t Sh o p & M a il Ro o m Ce n t r a l_ja n d r in g .r v t 6 / 1 7 / 2 0 1 3 5 :1 6 :2 2 P M
KEYNOTES - FLOOR PLAN 1
160-B1
PA-14A
F
F
F
122
G
F
EP-18
10. ALL FLOOR/CEILING PRECAST JOINTS WITHIN THE FOLLOWING ROOMS SHALL BE FILLED WITH SEALANT: 140, 150-1, 150-2, 150-3, 150A, 150B, 150C, 150D, 160, 160B, 180, 180A, 180B.
ELECTRICAL CLOSET
LF-09
F
G
17' - 0"
15' - 3 1/4"
11
8' - 8"
B
7
8
L2
42
2' - 0"
3' - 0"
1' - 0 3/4"
9
6' - 6"
48
DASHED LINES INDICATE ADJUSTABLE PLASTIC LAMINATE SHELVING ABOVE - SEE ELEVATIONS AND DETAILS NEW FLOOR BOX IN CONCRETE FLOOR - SEE ELECTRICAL DRAWINGS. DASHED LINES INDICATE WALL CABINETS ABOVE - SEE ELEVATIONS AND DETAILS EXISTING SHELVING TO BE TEMPORARILY REMOVED AND RELOCATED DURING CONSTRUCTION. SHELVING TO BE INSTALLED BACK IN PLACE AT COMPLETION OF CONSTRUCTION. REMOVE EXISTING WALL AS REQUIRED FOR INSTALLATION OF MECHANICAL AND ELECTRICAL SYSTEMS. INSTALL NEW WALL IN SAME LOCATION OF TYPE INDICATED UPON COMPLETION OF MECHANICAL / ELECTRICAL WORK. REMOVE EXISTING 14" X 14" OPENING IN CONCRETE TOPPING AND PRECAST - SEE STRUCTURAL DRAWINGS. NEW BOILER FLUE - SEE MECHANICAL DRAWINGS. REMOVE (6) EXISTING SHELVING UNITS AND SALVAGE (4) TO OWNER. REINSTALL (2) SHELVING UNITS UPON COMPLETION OF CONSTRUCTION. ALTERNATE A-1: REINSTALL EXISTING ADVANCE LIFT. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL DETAILS. AIR HOSE REEL - SEE MECHANICAL. NO WORK IN THIS ROOM. ALIGN FINISHED FACE OF NEW WALL WITH FINISHED FACE OF EXISTING WALL. CLOSET ROD AND SHELF - SEE DETAIL 7/A921. INSTALL SOUND ATTENUATION INSULATION AND 5/8" GYPSUM BOARD ON EXISTING STEEL STUD PARTITIONS TO 6" ABOVE CEILING - SEE ROOM FINISH SCHEDULE FOR FINISHES. PALLET DROP LOCATION - SEE FINISH PLAN FOR FLOOR PAINTING. OVERHEAD PROJECTION SCREEN BY A.V. - SEE CEILING PLAN. LCD SCREEN BY A.V. A.V. CABINET - SEE DETAIL 1/A601. NEW FIRE EXTINGUISHER AND BRACKET. NEW SEMI RECESSED FIRE EXTINGUISHER AND CABINET. CARD READER - SEE ELECTRICAL. 3 BUTTON DOOR CONTROL - COORDINATE WITH ELECTRICAL DRAWINGS. PLASTIC LAMINATE SILL - SEE DETAIL 8/A301 AND 9/A301 DASHED LINE INDICATES FIRE TREATED BL (B SIDE EXPOSED) 1/2" x 4'-0" HIGH PLYWOOD WAINSCOTTE OVER GYPSUM BOARD WALL. PAINT PLYWOOD TO MATCH WALL COLOR. 4" x 48" BOLLARD - SEE DETAIL 8/A601. NOT USED. EMERGENCY EYEWASH AND SHOWER - SEE PLUMBING DRAWINGS. RECYLING CONTAINER LOCATION. DOOR ACTUATOR BUTTON. WRAP GYPSUM BOARD BACK TO EXISTING DOOR FRAME AND SEAL PERIMETER WITH SEALANT. ALTERNATE A-1: NEW SUMP FOR DOCK DRAIN - SEE PLUMBING DRAWINGS. NEW FLOOR DRAIN - SEE PLUMBING DRAWINGS. NEW PLUMBING GUARD RAIL PROTECTION - SEE DETAIL SIM. TO 7/A601. EXISTING HUB DRAIN OR TRAP - SEE PLUMBING DRAWINGS. PROTECTION RAIL AND POST - SEE DETAIL 7/A601. 4" HIGH CONCRETE EQUIPMENT PAD WITH #3 REINFORCING BARS AT 24" O/C EACH WAY. REFER TO MECHANICAL DRAWINGS FOR EQUIPMENT SIZE REQUIREMENTS. APPLY BONDING AGENT TO THE FACE OF THE EXISTING SLAB PRIOR TO POURING CONCRETE HOUSE KEEPING PAD. WATER SOFTNER SYSTEM - SEE MECHANICAL DRAWINGS. R.O. WATER SYSTEM - SEE MECHANICAL DRAWINGS. BOILER SYSTEM - SEE MECHANICAL DRAWINGS. PLASTIC LAMINATE TRAY HOLDER - SEE DETAIL 11/A921. R.O. WATER TAP AND METER - SEE PLUMBING DRAWINGS. 4" HIGH CONCRETE CURB. INSTALL 3 MIL VAPOR BARRIER AND 5/8" GYPSUM BOARD ON EXISTING STEEL STUD PARTITIONS FULL HEIGHT. ADD ALTERNATE A-1: REINSTALL EXISTING LIFT PUMP. PROVIDE 6" CONDUIT FROM FINISHED FLOOR TO LIFT PIT. EXTEND HYDRAULIC AND ELECTRICAL CONNECTIONS AS REQUIRED. NEW P-LAM DIGITIZER CART - SEE DETAIL 10/A921 ADD ALTERNATE A-1: NEW FLOOR DRAIN - SEE PLUMBING DRAWINGS. ADD ALTERNATE A-1: PROTECTION RAIL AND POST - SEE DETAIL 7/A601. NEW 48" X 38" DUCT PENETRATION THRU EXISTING PRECAST WALL SEE SHEET A302 FOR DETAILS
10
PARTIAL FIRST LEVEL - NEW PLAN AREA D 1/4" = 1'-0"
FLOOR PLAN LEGEND: EXISTING PARTITION TO REMAIN
1i
1i SPECIALITY EQUIPMENT TAG
101
DOOR TAG
B
C
D
NORTH
EQUIPMENT TAG
A
A NEW PARTITION AS SCHEDULED, SEE MAYO SPECIFICATIONS SECTION 09200 FOR PARTITION CONSTRUCTION
1
NEW DOOR, REFER TO DOOR SCHEDULE
EXISTING DOOR AND FRAME TO REMAIN
ROOM NAME
ROOM TAG
NEW PARTITON
C31-PL
RSP Architects 320 South Broadway Ste B. Rochester, Minnesota 55904
Certification
507.285.6569 612.677.7499 fax www.rsparch.com
1
KEYNOTE
Project For
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.
Consultants
Please purchase PDF Split-Merge on www.verypdf.com to remove this watermark.
COUNTERTOP TAG
HATCHED AREA INDICATES NO WORK IN THIS AREA
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 t I am a duly licensed Architect under the laws of the State of Minnesota.
KEY PLAN
Sheet Information
No. Project No.
Relocation of Print Shop and Mail Room
Drawn By Checked By Date
Signature
Signature DAVID NORBACK
Registration Number
DAVID NORBACK Registration Number
11902 Date
06/17/13
11902 Date
Revisions
Technology Drive Warehouse
© Copyright RSP Architects 2009. All rights reserved.
Description
6287.043.06 BCS JHA/MLK
PARTIAL FIRST LEVEL - NEW PLAN - AREA D
06/17/13
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.
06/17/13
Date
A101D
5 1.6
6
1.6
1.6
1.6
F
KEYNOTES - ENLARGED RTU/PLATFORM PLAN 1.2
4' - 0"
2' - 0"
14' - 2"
8' - 0"
2' - 0"
4' - 0"
1.7
2' - 0"
2
4' - 0"
2' - 0"
1.2
A101F
7' - 0"
1.7
9' - 0"
1' - 1"
1.8 1.9
15 TREADS = 13' - 9"
2 A101E
6' - 2"
1.5 1.3
32' - 0"
1.3
1.3
1.1
11' - 10"
1.2
11' - 6"
2' - 0"
A101F
1.4
1.8
1.9
DASHED LINE REPRESENTS EXTENT OF NEW RTU - SEE MECHANICAL DRAWINGS HIDDED LINES INDICATE EXTENT OF DUCTWORK TO/FROM RTU - SEE MECHANICAL DRAWINGS CONCRETE COLUMN AND STEEL COLUMN (PAINT) - SEE STRUCTURAL DRAWINGS STEEL BEAM OR CHANNEL FOR RTU AND/OR PLATFORM SUPPORT - SEE STRUCTURAL DRAWINGS HATCH AREA INDICATES AREA OF BAR GRATING (PAINT) - SEE STRUCTURAL DRAWINGS NEW 48" WIDE X 38" TALL OPENING IN EXISTING PRECAST FOR NEW DUCT. BOTTOM OF OPENING AT 109' 10". SEE DETAILS XXXXXX FOR SEALING PENETRATIONS. STEEL CHANNEL WITH HOLLOW METAL GUARDRAIL WELDED TO TOP (PAINT) - SEE STRUCTURAL DRAWINGS HOLLOW METAL HANDRAIL (PAINT) STEEL STAIR WITH BAR GRATING TREADS AND STEEL PAN RISERS.
4' - 2 1/2"
8' - 2"
2' - 0"
1.1 1.2 1.3 1.4 1.5 1.6
1.7
1.1
9' - 6"
1.5
1
1.4
1.2
1.4
1.2
1.4
1.4
1.5
1.7 3
A101F
1.1 1.4 1.1
6' - 0"
6' - 2"
1.3
1.3
1.3
1.7
1.5
4
3 A101E
1.7
A101F
4' - 0"
29' - 5"
4' - 2"
11' - 1"
5' - 0"
9' - 0"
9' - 0"
5' - 2"
14' - 10 1/8"
38' - 5"
1
ENLARGED RTU/PLATFORM PLAN 1/4" = 1'-0"
KEYNOTES - RTU/PLATFORM SECTIONS AND ELEVATIONS 14' - 2"
11' - 10"
2.1
6' - 2"
HIDDED LINES INDICATE EXTENT OF DUCTWORK TO/FROM RTU - SEE MECHANICAL DRAWINGS. DASHED LINE REPRESENTS EXTENT OF NEW RTU - SEE MECHANICAL DRAWINGS. CONCRETE COLUMN AND STEEL COLUMN (PAINT) - SEE STRUCTURAL DRAWINGS. STEEL BEAM OR CHANNEL FOR RTU AND/OR PLATFORM SUPPORT (PAINT) SEE STRUCTURAL DRAWINGS. APPROXIMATE LINE OF EXISTING GRADE - FIELD VERIFY. HOLLOW METAL GUARDRAILING (PAINT) - SEE STRUCTURAL DRAWINGS. STEEL STAIR WITH BAR GRATE TREADS AND STEEL PAN RISERS (PAINT) - SEE STRUCTURAL DRAWINGS. HOLLOW METAL HANDRAIL (PAINT) - SEE STRUCTURAL DRAWINGS. STEEL BEAM DUCT SUPPORT (PAINT) - SEE STRUCTURAL DRAWINGS. STEEL ANGLE ATTACHED TO CHANNEL FOR BAR GRATING SUPPORT (PAINT) SEE STRUCTURAL DRAWINGS. STEEL PLATE ATTACHED TO CHANNEL TO FORM TOE KICK (PAINT) - SEE STRUCTURAL DRAWINGS. STEEL BAR GRATING TO FORM WORK PLATFORM (PAINT) - SEE STRUCTURAL DRAWINGS. STEEL ANGLE FOR BAR GRATING SUPPORT (PAINT) - SEE STRUCTURAL DRAWINGS. HOLLOW METAL HANDRAIL (PAINT) - SEE STRUCTURAL DRAWINGS.
2.2 SECOND FLOOR 115' - 0"
SECOND FLOOR 115' - 0"
2.3 2.4
2.2
2.5 2.6 2.7
1' - 0"
2.2
15 TREADS AT 11" = 13' - 9"
2.11
EQ
2.6
4"
2.10
TOP OF GRATING 106' - 3 3/4"
2.3
2.5
2.4
2.3
FIRST FLOOR PLAN 100' - 0"
2.10
2.7 2.3
2.5 BOTTOM OF STAIR 97' - 6"
5' - 0" TYPICAL
\\min f s 0 2 .r s p a r c h .in t e r n a l\RSP Us e r s $ \ja n d r in g \Do c u me n t s \P r in t Sh o p & M a il Ro o m Ce n t r a l_ja n d r in g .r v t 6 / 1 7 / 2 0 1 3 5 :1 6 :2 4 P M
2.9
2.3
2.14
3' - 0"
2.4
2.1
FIRST FLOOR PLAN 100' - 0"
2.13
2.10
3' - 6"
2.4
2.13
2.11
16 RISERS AT 6.59" = 8' - 9 1/2"
TOP OF GRATING 106' - 3 3/4"
2.12
2.6
2.11
4"
2.11
2.1
2.13
2.12
3' - 6"
2.12
2.14
EQ
2.6
EQ
2.12
2.8 2.9 2.10
1' - 1"
B.O. FOOTING 94' - 0"
3
RTU/PLATFORM - EAST SECTION
2
3/8" = 1'-0"
RSP Architects 320 South Broadway Ste B. Rochester, Minnesota 55904
Certification
507.285.6569 612.677.7499 fax www.rsparch.com
3/8" = 1'-0"
Project For
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.
Consultants
Please purchase PDF Split-Merge on www.verypdf.com to remove this watermark.
RTU - SOUTH SECTION
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 t I am a duly licensed Architect under the laws of the State of Minnesota.
Sheet Information
No. Project No.
Relocation of Print Shop and Mail Room
Drawn By Checked By Date
Signature
Signature DAVID NORBACK
Registration Number
DAVID NORBACK Registration Number
11902 Date
06/17/13
11902 Date
Revisions
Technology Drive Warehouse
© Copyright RSP Architects 2009. All rights reserved.
Description
6287.043.06 BCS JHA/MLK
RTU PLAN AND SECTIONS
06/17/13
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.
06/17/13
Date
A101E
KEYNOTES - RTU/PLATFORM SECTIONS AND ELEVATIONS 2.1 2.2
TOP OF PRECAST 130' - 6"
2.3 2.4 2.5 2.6 2.7 2.8 2.9 2.10 2.11 2.12 2.13 2.14
HIDDED LINES INDICATE EXTENT OF DUCTWORK TO/FROM RTU - SEE MECHANICAL DRAWINGS. DASHED LINE REPRESENTS EXTENT OF NEW RTU - SEE MECHANICAL DRAWINGS. CONCRETE COLUMN AND STEEL COLUMN (PAINT) - SEE STRUCTURAL DRAWINGS. STEEL BEAM OR CHANNEL FOR RTU AND/OR PLATFORM SUPPORT (PAINT) SEE STRUCTURAL DRAWINGS. APPROXIMATE LINE OF EXISTING GRADE - FIELD VERIFY. HOLLOW METAL GUARDRAILING (PAINT) - SEE STRUCTURAL DRAWINGS. STEEL STAIR WITH BAR GRATE TREADS AND STEEL PAN RISERS (PAINT) - SEE STRUCTURAL DRAWINGS. HOLLOW METAL HANDRAIL (PAINT) - SEE STRUCTURAL DRAWINGS. STEEL BEAM DUCT SUPPORT (PAINT) - SEE STRUCTURAL DRAWINGS. STEEL ANGLE ATTACHED TO CHANNEL FOR BAR GRATING SUPPORT (PAINT) SEE STRUCTURAL DRAWINGS. STEEL PLATE ATTACHED TO CHANNEL TO FORM TOE KICK (PAINT) - SEE STRUCTURAL DRAWINGS. STEEL BAR GRATING TO FORM WORK PLATFORM (PAINT) - SEE STRUCTURAL DRAWINGS. STEEL ANGLE FOR BAR GRATING SUPPORT (PAINT) - SEE STRUCTURAL DRAWINGS. HOLLOW METAL HANDRAIL (PAINT) - SEE STRUCTURAL DRAWINGS.
2.2
2.2 SECOND FLOOR 115' - 0"
SECOND FLOOR 115' - 0"
24' - 0" 4' - 0"
4' - 0"
4' - 0"
2.6
38' - 7" 4' - 0"
4' - 0"
4' - 0"
3' - 10 1/4"
3' - 10 1/4"
3' - 10 1/4"
3' - 10 1/4"
3' - 10 1/4"
3' - 10 1/4"
3' - 10 1/4"
3' - 10 1/4"
3' - 10 1/4"
3' - 10 1/4" 2.6
3' - 6"
2.6 2.1
3' - 6"
2.6 2.6
TOP OF GRATING 106' - 3 3/4"
TOP OF GRATING 106' - 3 3/4"
2.4
2.4
2.4 2.1
2.4
2.8
2.4
2.1
2.1
2.7 2.3
2.5
FIRST FLOOR PLAN 100' - 0"
2.3 2.5
2.3
2.5
5' - 0" MIN.
TYPI C AL
RTU/PLATFORM - WEST ELEVATION
RTU/PLATFORM - NORTH ELEVATION
2
1/4" = 1'-0"
2.3
2.5
BOTTOM OF STAIR 97' - 6"
5' - 0" MIN.
1
2.3
TYPICAL
FIRST FLOOR PLAN 100' - 0"
1/4" = 1'-0"
5
6
TOP OF PRECAST 130' - 6" TOP OF PRECAST 130' - 6"
2.2 SECOND FLOOR 115' - 0"
2.2
SECOND FLOOR 115' - 0"
2.1 2.6
20' - 0" 4' - 0"
4' - 0"
4' - 0"
3' - 10 1/4"
4' - 0"
4' - 0"
3' - 10 1/4"
3' - 10 1/4"
3' - 10 1/4"
3' - 10 1/4"
3' - 10 1/4"
3' - 10 1/4"
3' - 10 1/4"
3' - 10 1/4"
3' - 10 1/4"
2.6
2.6
2.6 3' - 6"
2.6 TOP OF GRATING 106' - 3 3/4"
2.8
TOP OF GRATING 106' - 3 3/4"
2.4
2.1
2.4
2.1
2.4
2.1
2.7
2.8
2.1 2.3 FIRST FLOOR PLAN 100' - 0"
FIRST FLOOR PLAN 100' - 0"
2.5 2.5
2.3
2.7
2.3
2.3
RTU/PLATFORM - EAST ELEVATION
4
1/4" = 1'-0"
RSP Architects 320 South Broadway Ste B. Rochester, Minnesota 55904
Certification
507.285.6569 612.677.7499 fax www.rsparch.com
TYPICAL
RTU/PLATFORM - SOUTH ELEVATION 1/4" = 1'-0"
Project For
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.
Consultants
Please purchase PDF Split-Merge on www.verypdf.com to remove this watermark.
2.5 5' - 0" MIN.
TYPI C AL
2.5
3
2.3
BOTTOM OF STAIR 97' - 6"
BOTTOM OF STAIR 97' - 6"
5' - 0" MIN.
\\min f s 0 2 .r s p a r c h .in t e r n a l\RSP Us e r s $ \ja n d r in g \Do c u me n t s \P r in t Sh o p & M a il Ro o m Ce n t r a l_ja n d r in g .r v t 6 / 1 7 / 2 0 1 3 5 :1 6 :2 5 P M
38' - 7"
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 t I am a duly licensed Architect under the laws of the State of Minnesota.
Sheet Information
No. Project No.
Relocation of Print Shop and Mail Room
Drawn By Checked By Date
Signature
Signature DAVID NORBACK
Registration Number
DAVID NORBACK Registration Number
11902 Date
06/17/13
11902 Date
Revisions
Technology Drive Warehouse
© Copyright RSP Architects 2009. All rights reserved.
Description
6287.043.06 BCS JHA/MLK
RTU ELEVATIONS
06/17/13
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.
06/17/13
Date
A101F
FLOOR PLAN GENERAL NOTES:
1
2
3
4
5
6
7
8
9
10
A
11
11
11
1.
ALL PLAN DIMENSIONS LOCATING STRUCTURAL ELEMENTS ARE TO CENTER CENTER LINE OF COLUMNS AND BEAMS UNLESS NOTED OTHERWISE.
2.
ALL PLAN DIMENSIONS LOCATING DOOR AND WINDOW OPENINGS IN THE EXTERIOR WALL SYSTEMS ARE ROUGH OPENINGS DIMENSIONS.
3.
ALL PLAN DIMENSIONS LOCATING INTERIOR WALL SYSTEMS ARE TO: A. FACE OF CONCRETE BLOCK UNLESS NOTED OTHERWISE. B. FACE OF CONCRETE FOUNDATION WALL UNLESS NOTED OTHERWISE. C. FACE OF GYPSUM BOARD UNLESS NOTED OTHERWISE.
4.
SEE SHEET A301 FOR DOOR SCHEDULE, DOOR TYPES, FRAME TYPES, AND LOUVER FRAME TYPES.
5.
SEE SHEET A301 FOR PARTITION TYPE INDICATOR LEGEND AND ATYPICAL PARTITION TYPE.
6.
SEE SHEET A921 FOR COUNTERTOP TYPES AND MATERIALS.
7.
ALL BASE CABINETS AND WALL CABINETS TO BE PLASTIC LAMINATE - PLAM-2.
8.
ALL COUNTERTOPS AND OPEN SHELVING TO BE PLASTIC LAMINATE - PLAM-1.
9.
REFERENCE DETAILS AND SPECIFICATIONS SECTION 06221 FOR CASEWORK, COUNTERTOPS AND SHELF SUPPORTS.
11
10. ALL FLOOR/CEILING PRECAST JOINTS WITHIN THE FOLLOWING ROOMS SHALL BE FILLED WITH SEALANT: 140, 150-1, 150-2, 150-3, 150A, 150B, 150C, 150D, 160, 160B, 180, 180A, 180B.
B
PLAN LEGEND: NEW PARTITON
NEW DOOR, REFER TO DOOR SCHEDULE
ROOM NAME 1 C31-PL
STAIR C
C
203
4
1i
5 202
RECORD STORAGE 200
AREA OF WORK
5
E
3
E
1
3
2 3 4
5
STAIR B
201
202
6
D
7 8
9 10 11 12
11
11
11
11
13 14
15 16 17 18 19 20 21 22
E 23 24
25 26 27 28 29 30 31 32 33
5' - 1"
7
3' - 9"
\\min f s 0 2 .r s p a r c h .in t e r n a l\RSP Us e r s $ \ja n d r in g \Do c u me n t s \P r in t Sh o p & M a il Ro o m Ce n t r a l_ja n d r in g .r v t 6 / 1 7 / 2 0 1 3 5 :1 6 :2 7 P M
6
8
F
E 6
8' - 3" 1' - 8 1/2"
34 35 36
3
37 38 39 40 41 42 43
AREA OF WORK
44
1
SECOND LEVEL FLOOR PLAN 1/8" = 1'-0"
NORTH
45 46 47 48
RSP Architects 320 South Broadway Ste B. Rochester, Minnesota 55904
Certification
507.285.6569 612.677.7499 fax www.rsparch.com
Project For
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.
Consultants
Please purchase PDF Split-Merge on www.verypdf.com to remove this watermark.
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 t I am a duly licensed Architect under the laws of the State of Minnesota.
Sheet Information
Relocation of Print Shop and Mail Room
Drawn By Checked By Date
Signature
Signature DAVID NORBACK
Registration Number
DAVID NORBACK Registration Number
11902 Date
06/17/13
11902 Date
Technology Drive Warehouse
© Copyright RSP Architects 2009. All rights reserved.
A
SPECIALITY EQUIPMENT TAG
101
DOOR TAG
NEW PARTITION AS SCHEDULED, SEE MAYO SPECIFICATIONS SECTION 09200 FOR PARTITION CONSTRUCTION
DASHED LINES INDICATE ADJUSTABLE PLASTIC LAMINATE SHELVING ABOVE - SEE ELEVATIONS AND DETAILS NEW FLOOR BOX IN CONCRETE FLOOR - SEE ELECTRICAL DRAWINGS. DASHED LINES INDICATE WALL CABINETS ABOVE - SEE ELEVATIONS AND DETAILS EXISTING SHELVING TO BE TEMPORARILY REMOVED AND RELOCATED DURING CONSTRUCTION. SHELVING TO BE INSTALLED BACK IN PLACE AT COMPLETION OF CONSTRUCTION. REMOVE EXISTING WALL AS REQUIRED FOR INSTALLATION OF MECHANICAL AND ELECTRICAL SYSTEMS. INSTALL NEW WALL IN SAME LOCATION OF TYPE INDICATED UPON COMPLETION OF MECHANICAL / ELECTRICAL WORK. REMOVE EXISTING 14" X 14" OPENING IN CONCRETE TOPPING AND PRECAST - SEE STRUCTURAL DRAWINGS. NEW BOILER FLUE - SEE MECHANICAL DRAWINGS. REMOVE (6) EXISTING SHELVING UNITS AND SALVAGE (4) TO OWNER. REINSTALL (2) SHELVING UNITS UPON COMPLETION OF CONSTRUCTION. ALTERNATE A-1: REINSTALL EXISTING ADVANCE LIFT. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL DETAILS. AIR HOSE REEL - SEE MECHANICAL. NO WORK IN THIS ROOM. ALIGN FINISHED FACE OF NEW WALL WITH FINISHED FACE OF EXISTING WALL. CLOSET ROD AND SHELF - SEE DETAIL 7/A921. INSTALL SOUND ATTENUATION INSULATION AND 5/8" GYPSUM BOARD ON EXISTING STEEL STUD PARTITIONS TO 6" ABOVE CEILING - SEE ROOM FINISH SCHEDULE FOR FINISHES. PALLET DROP LOCATION - SEE FINISH PLAN FOR FLOOR PAINTING. OVERHEAD PROJECTION SCREEN BY A.V. - SEE CEILING PLAN. LCD SCREEN BY A.V. A.V. CABINET - SEE DETAIL 1/A601. NEW FIRE EXTINGUISHER AND BRACKET. NEW SEMI RECESSED FIRE EXTINGUISHER AND CABINET. CARD READER - SEE ELECTRICAL. 3 BUTTON DOOR CONTROL - COORDINATE WITH ELECTRICAL DRAWINGS. PLASTIC LAMINATE SILL - SEE DETAIL 8/A301 AND 9/A301 DASHED LINE INDICATES FIRE TREATED BL (B SIDE EXPOSED) 1/2" x 4'-0" HIGH PLYWOOD WAINSCOTTE OVER GYPSUM BOARD WALL. PAINT PLYWOOD TO MATCH WALL COLOR. 4" x 48" BOLLARD - SEE DETAIL 8/A601. NOT USED. EMERGENCY EYEWASH AND SHOWER - SEE PLUMBING DRAWINGS. RECYLING CONTAINER LOCATION. DOOR ACTUATOR BUTTON. WRAP GYPSUM BOARD BACK TO EXISTING DOOR FRAME AND SEAL PERIMETER WITH SEALANT. ALTERNATE A-1: NEW SUMP FOR DOCK DRAIN - SEE PLUMBING DRAWINGS. NEW FLOOR DRAIN - SEE PLUMBING DRAWINGS. NEW PLUMBING GUARD RAIL PROTECTION - SEE DETAIL SIM. TO 7/A601. EXISTING HUB DRAIN OR TRAP - SEE PLUMBING DRAWINGS. PROTECTION RAIL AND POST - SEE DETAIL 7/A601. 4" HIGH CONCRETE EQUIPMENT PAD WITH #3 REINFORCING BARS AT 24" O/C EACH WAY. REFER TO MECHANICAL DRAWINGS FOR EQUIPMENT SIZE REQUIREMENTS. APPLY BONDING AGENT TO THE FACE OF THE EXISTING SLAB PRIOR TO POURING CONCRETE HOUSE KEEPING PAD. WATER SOFTNER SYSTEM - SEE MECHANICAL DRAWINGS. R.O. WATER SYSTEM - SEE MECHANICAL DRAWINGS. BOILER SYSTEM - SEE MECHANICAL DRAWINGS. PLASTIC LAMINATE TRAY HOLDER - SEE DETAIL 11/A921. R.O. WATER TAP AND METER - SEE PLUMBING DRAWINGS. 4" HIGH CONCRETE CURB. INSTALL 3 MIL VAPOR BARRIER AND 5/8" GYPSUM BOARD ON EXISTING STEEL STUD PARTITIONS FULL HEIGHT. ADD ALTERNATE A-1: REINSTALL EXISTING LIFT PUMP. PROVIDE 6" CONDUIT FROM FINISHED FLOOR TO LIFT PIT. EXTEND HYDRAULIC AND ELECTRICAL CONNECTIONS AS REQUIRED. NEW P-LAM DIGITIZER CART - SEE DETAIL 10/A921 ADD ALTERNATE A-1: NEW FLOOR DRAIN - SEE PLUMBING DRAWINGS. ADD ALTERNATE A-1: PROTECTION RAIL AND POST - SEE DETAIL 7/A601. NEW 48" X 38" DUCT PENETRATION THRU EXISTING PRECAST WALL SEE SHEET A302 FOR DETAILS
Date
Description
6287.043.06 BCS JHA/MLK
SECOND LEVEL FLOOR PLAN
06/17/13
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.
06/17/13
COUNTERTOP TAG
Revisions
No. Project No.
KEYNOTE
KEYNOTES - FLOOR PLAN
21
STAIR A
1
ROOM TAG
A102
1
2
3
4
5
6
7
8
9
10
A
B 1
1
HIGH POINT OF ROOF
5
2' - 6"
4
9' - 8"
C
2' - 6"
1' - 1"
1
D
1
1
E
SLOPE DOWN 1/8" PER 1'-0"
SLOPE DOWN 1/8" PER 1'-0"
\\min f s 0 2 .r s p a r c h .in t e r n a l\RSP Us e r s $ \ja n d r in g \Do c u me n t s \P r in t Sh o p & M a il Ro o m Ce n t r a l_ja n d r in g .r v t 6 / 1 7 / 2 0 1 3 5 :1 6 :2 9 P M
3 2
F
1
ROOF PLAN 1/8" = 1'-0"
NORTH
KEYNOTES - ROOF PLAN 1 2 3 4 5
EXISTING ROOF TOP UNITS TO REMAIN NEW BOILER FLUE THRU EXISTING ROOF - SEE MECHANICAL DRAWINGS - SEE DETAIL 15/A601 FOR FLASHING. NEW PLUMBING VENT STACKS - SEE PLUMBING DRAWINGS. EXISTING ROOF HATCH. NEW PRV - SEE DETAIL 15/A601 - SEE MECHANICAL DRAWINGS.
RSP Architects 320 South Broadway Ste B. Rochester, Minnesota 55904
Certification
507.285.6569 612.677.7499 fax www.rsparch.com
Project For
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.
Consultants
Please purchase PDF Split-Merge on www.verypdf.com to remove this watermark.
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 t I am a duly licensed Architect under the laws of the State of Minnesota.
Sheet Information
No. Project No.
Relocation of Print Shop and Mail Room
Drawn By Checked By Date
Signature
Signature DAVID NORBACK
Registration Number
DAVID NORBACK Registration Number
11902 Date
06/17/13
11902 Date
Revisions
Technology Drive Warehouse
Š Copyright RSP Architects 2009. All rights reserved.
Description
6287.043.06 BCS JHA/MLK
ROOF PLAN
06/17/13
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.
06/17/13
Date
A103
1
2
3
4
5
6
7
8
9
10 REFLECTED CEILING PLAN GENERAL NOTES:
A
10
10
VESTIBULE
CONFERENCE
100A
10
126
1 S
S
1
S
113
S
W
123
S
1
S
3. VERIFY ALL RECESS DEPTHS OF FIXTURES AGAINST A.C. DUCTS, PIPES, BEAMS, ETC. BEFORE ORDERING FIXTURES. SUBMIT SHOP DRAWINGS OF ALL FIXTURES TO ARCHITECT AND ENGINEER FOR APPROVAL.
S
1
4. REFER TO DRAWINGS FOR ALL LIFE SAFETY DEVICES REQUIRED BY CODE AND ALL EMERGENCY LIGHT FIXTURES. ARCHITECTURAL DRAWINGS SHALL GOVERN LOCATION OF THESE DEVICES.
2
180A
5. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN CEILING GRID RUNNERS, DUCTS, STRUCTURES, HVAC AND/OR ELECTRICAL CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECT'S CEILING GRID LOCATION AND ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING.
CORRIDOR
OS
100C
6. 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.
S
11
2
W
100B
4
4
S
5' - 0"
CORRIDOR
4
4
W
S
S
7. 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.
TYP
DIGITAL PRINT
S
1
2
2
W
11
TYP
1
S
180 S
1
8. LIGHT FIXTURES, EXIT SIGNS, SPRINKLERS AND OTHER CEILING ELEMENTS SHALL BE LOCATED IN CENTER OF INDIVIDUAL CEILING TILE, U.N.O. 9. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF GYB. BD. OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES.
3
116
CORRIDOR
WOMEN'S TOILET
108
4
111A
5
MEN'S TOILET
118
W
119
4
S
4
S
S
S
CORRIDOR 150-1
S
150-3
2
180B
REFLECTED CEILING PLAN LEGEND
MEN TOILET
CORRIDOR
INKJET ADDRESSING
S
SPRINKLER HEAD
111
2
S
4
11
4
S
S
S
S
4
LIGHT FIXTURE - SEE ELECTRICAL EMERGENCY LIGHT FIXTURE - SEE ELECTRICAL
FIRE PROTECTION
S
4
NEW SUSP. CEILING TILE AND GRID SYSTEM
4
114
COMM. CLOSET
EXIT SIGN
110
6
TYP
OFFICE
SMOKE DETECTOR
WOMEN TOILET
115
C
SPEAKER
SD
6
OFFICE
112
DIFFUSER - SEE MECHANICAL
121
109
108
140
W
W S
S
S
1
6
CONTROLS
S ROOM
S
7
105A
8' - 0 1/2"
S
EXHAUST AIR GRILLE - SEE MECHANICAL
4
160F
FURNITURE POWER POLE
7
1
8 COMPRESSOR ROOM 150E
5"
DROP CHORD - SEE ELECTRICAL
1
1 S
S
S
1
PAPER STORAGE
4
150A
11
STAIR B
D
120
11
TYP S 150-1
107A
S
S
REFLECTED CEILING PLAN KEYNOTES 1 2 3 4 5 6 7 8 9 10 11
ELECTRICAL CLOSET
TYP
S
CORRIDOR ELEVATOR
S
122
6
S
4
4
1
7
5
ELEVATOR EQUIPMENT
7
S
RETURN AIR GRILLE - SEE MECHANICAL
5
STORAGE
5
6
4
S
8' - 0"
S
CORRIDOR
150-2
5"
STAIR A
W
CORRIDOR
MAIL ROOM
8' - 0"
4
4
10. 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.
COMM. CLOSET SD
S
PRIVACY
2. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ANY OTHER APPLICABLE ITEMS. INSTALL NEW PLUMBING, MECHANICAL FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS NOT TO CONFLICT WITH LUMINARIES.
9
S
SECURE PRINT
B
117
9
S
S
PRIVACY
9
2
F
1
TSU
S
4
OS
9
10
OS
124
125
9
S
OPEN OFFICE
CONFERENCE
BREAKROOM
9
4 S
S
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
107
S
W
E-PREP 160
2 x 2 SUSPENDED ACOUSTICAL CEILING SYSTEM AT 9'-6" A.F.F. (ACT-1) AIR HOSE REEL - SEE MECHANICAL. NEW BULKHEAD AT 9'-4" A.F.F. - SEE DETAIL 2/A201 NO WORK IN THIS AREA. NO CEILING IN THIS AREA. 2 x 2 SUSPENDED ACOUSTICAL CEILING SYSTEM AT 8'-6" A.F.F. (ACT-1) NEW BULKHEAD AT 8'-4" A.F.F. - SEE DETAIL 2/A201. NEW SUSPENDED GYPSUM BOARD CEILINGS AT 9'-6" A.F.F. NEW WINDOW SOFFIT - SEE DETAIL 4/A302. NEW WINDOW SOFFIT - SEE DETAIL 7/A301. PREFINISHED SHEET METAL COLUMN ENCLOSURE AT COLUMN WEB - SEE DETAIL 3/A201
S S
JANITOR CLOSET
DOCK/ RECEIVING 105
106
S
S
1
S
4
7
7
S
S
1
5/8" GYP. BD ON 3 5/8" LT. GA. METAL FRAMING
F
11
5"
16' - 0 1/2"
W
S
TYP
5"
2
SHIPPING BINDERY/ FINISH
PRESS AREA
150C
150B
S
S
7
8' - 0 1/2"
7
5"
30' - 11 1/2"
7 6
S
1
7
1
S
7
2
MECHANICAL ROOM 2
1
S
7' - 5"
S
5"
S
5"
20' - 11 3/4"
1
S
S
2 1/2"
5
ACT AS SCHEDULED - SEE RCP FOR HEIGHT
160B
17' - 5"
150D
BOTTOM OF BULKHEAD SEE RCP FOR HEIGHT
2"
2
11' - 1 1/4"
W
\\min f s 0 2 .r s p a r c h .in t e r n a l\RSP Us e r s $ \ja n d r in g \Do c u me n t s \P r in t Sh o p & M a il Ro o m Ce n t r a l_ja n d r in g .r v t 6 / 1 7 / 2 0 1 3 5 :1 6 :3 0 P M
5"
4 1/4"
E
5' - 7 1/2"
W
TYPICAL BULKHEAD DETAIL 1 1/2" = 1'-0"
SD
5
S
2 ACOUSTICAL CEILING SYSTEM WALL ANGLE
F
EDGE OF ACOUSTICAL CEILING TILE
1
25 GAUGE PREFINISHED WHITE METAL TRIM - TURN UP EDGE 1" AT WEB AND WALL ANGLE AND ATTACH WITH RIVETS TO SAME - PROVIDE SEALANT JOINT AT COLUMN/TRIM JOINT
FIRST LEVEL REFLECTED CEILING PLAN 1/8" = 1'-0"
EXISTING STEEL COLUMN
NORTH
CEILING GRID T MAIN EDGE OF ACOUSTICAL CEILING TILE
3
RSP Architects 320 South Broadway Ste B. Rochester, Minnesota 55904
Certification
507.285.6569 612.677.7499 fax www.rsparch.com
Project For
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.
Consultants
Please purchase PDF Split-Merge on www.verypdf.com to remove this watermark.
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 t I am a duly licensed Architect under the laws of the State of Minnesota.
Sheet Information
Relocation of Print Shop and Mail Room
Drawn By Checked By Date
Signature
Signature DAVID NORBACK
Registration Number
DAVID NORBACK Registration Number
11902 Date
06/17/13
11902 Date
Technology Drive Warehouse
© Copyright RSP Architects 2009. All rights reserved.
Date
Description
6287.043.06 BCS JHA/MLK
FIRST LEVEL - REFLECTED CEILING PLAN
06/17/13
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.
06/17/13
1 1/2" = 1'-0"
Revisions
No. Project No.
COLUMN / CEILING TERMINATION DETAIL
A201
REUSE SALVAGED CR, NOTE 10 EXISTING DOOR, CR CR CR EXISTING DOOR KP KP KP KP KP, CR REUSE SALVAGED, KP, CR KP REUSE SALVAGED, KP, CR CR, NOTE 10 NOTE 10 KP, SS, DS KP, KP, DO KP KP, SS, DS KP, CR KP, CR KP, CR, DO CR
GL-1 - 1/4" CLEAR TEMPERED GLASS
F - FLUSH SOLID CORE PLAIN SLICED RED OAK WOOD DOOR STAIN
GL-1
1 A302 2' - 0"
N - NARROW LITE SOLID CORE PLAIN SLICED RED OAK WOOD DOOR STAIN
2 A302 BOTTOM OF LOUVER 10'-0" A.F.F.
CD - COILING OVERHEAD DOOR
F1 - WELDED HOLLOW METAL - PAINT
L1
2 A302
1' - 6"
BOTTOM OF LOUVER 10'-0" A.F.F.
L2
EXTRUDED ALUMINUM DRAINABLE LOUVER
2 A302 BOTTOM OF LOUVER 10'-0" A.F.F.
3 A302
3 A302
ALL ALUMINUM LOUVERS TO BE EXTRUDED ALUMINUM - REENHECK - ESD - 635 MODEL - 2 COAT KYNAR FINISH - COLOR SELECTED BY ARCHITECT
1 A302
3 A302 L3
EXTRUDED ALUMINUM DRAINABLE LOUVER
EXTRUDED ALUMINUM DRAINABLE LOUVER
PARTITION TYPES SCALE: 1" = 1'-0"
4 7/8"
TYPE Z - EXTERIOR WALL FURRING (NOT RATED) DESCRIPTION:
CORNER TRIM ( TYP. )
DOUBLE STUDS AT JAMB ( TYP. )
4 7/8" 4 7/8"
4 7/8"
5/8" GYP. BD. 5/8" GYP. BD.
PTN TYPE
3. REINSTALL DOOR, FRAME AND HARDWARE FROM DOOR REMOVED AT DOCK/RECIEVING (105) - SEE SHEET D101.
Z
4. SEE DETAILS FOR DOOR FRAME.
STUD WIDTH 3 5/8"
PTN WIDTH
UL DESIGN
NA
4 1/4"
FIRE RATING
STC RATING W/O W/ INSUL INSUL
7/16"
SEE PLANS FOR PARTITION TYPE
NOTES
3/8"
3/8" 7/16"
HEADER BY STEEL STUD SUPPLIER
JAMB ANCHORS 3 PER JAMB
DESCRIPTION:
7. REMOVE EXISTING ELECTRIFIED EXIT DEVICE, DOOR LOOP, AND CARD READER (SALVAGE FOR REUSE ON DOOR 202). INSTALL NEW EXIT DEVICE ON DOOR (EDPA). 8. REINSTALL DOOR, FRAME, AND HARDWARE FROM DOOR REMOVED FROM TS4 (123) - SEE SHEET D101. PROVIDE NEW CARD READER AND ELECTRICAL STRIKE.
5/8"
5/8" GYPSUM BOARD 3 5/8" X 20 GAUGE STUDS AT 16" OC 5/8" GYPSUM BOARD
WOOD DR. - SEE DOOR SCHEDULE
5 3/4"
9. REINSTALL DOOR, FRAME, AND HARDWARE FROM DOOR REMOVED FROM CORRIDOR (100C) - SEE SHEET D101. PROVIDE NEW CARD READER AND ELECTRICAL STRIKE. PTN TYPE
10. PROVIDE HORIZONTAL MOTOR MOUNTING.
Y
STUD WIDTH 3 5/8"
PTN WIDTH
UL DESIGN
NA
4 7/8"
FIRE RATING
STC RATING W/O W/ INSUL INSUL
JAMB ANCHORS 3 PER JAMB
HOLLOW METAL FRAME
DOUBLE STUDS AT JAMBS (TYPICAL)
HOLLOW METAL FRAME
HOLLOW METAL FRAME
DOOR - SEE DR. SCHEDULE
5/8"
2"
6. REMOVE EXISTING PASSAGE FUNCTION LATCHSET. INSTALL CARD READER AND ELECTRIC STRIKE FOR EXISTING DOOR AND FRAME. INSTALL CLASS ROOM FUNCTION LOCKSET.
7/16"
3 5/8" METAL STUDS - SEE PARTITION TYPES.
7/16"
NA
TYPE Y - INTERIOR HEAVY DUTY WALL (NOT RATED)
5. PROVIDE ELECTRIC DOOR OPERATOR AND (2) 3 BUTTON CONTROLLERS.
5/8" GYP. BD.
3 5/8" METAL STUDS -SEE PARTITION TYPES.
3 5/8" STEEL STUD FRAMING
2. PROVIDE CARD READER AND ELECTRIC STRIKE FOR EXISTING DOOR AND FRAME.
4 7/8"
4 7/8"
5/8" GYPSUM BOARD 3 MIL VAPOR BARRIER 3 5/8" X 25 GAUGE STUDS AT 16" OC 1/2" AIR SPACE EXISTING WALL CONSTRUCTION
2"
1. PROVIDE ALL REQUIRED HARDWARE INCLUDING BUT NOT LIMITED TO ELECTRIC OPERATOR AND (2) 3 BUTTON CONTROLERS.
1 A302
5 3/4"
MIN.
GLASS TYPES:
LOUVER TYPE NOTES:
2"
DOOR SCHEDULE NOTES:
4' - 0"
2"
3' - 0"
SEE DOOR SCHEDULE
NOTE 3 NOTE 1 NOTE 5 EL3 NOTE 6 NOTE 7 PA1 PP6 PA1 PA1 EL1 NOTE 8 PA2 NOTE 9 NOTE 1 NOTE1 ST1 PP3 PP3 PP1 CL3 EL6 EL1 EL6 NOTE 6
SEE SCHED
2"
7' - 0"
1' - 0"
2/A301 5/A301 2/A301 2/A301 2/A301 2/A301 2/A301 2/A301 2/A301 2/A301 2/A301 5/A301 5/A301 2/A301 2/A301 2/A301 2/A301 2/A301 2/A301 2/A301 2/A301 -
SEE SCHEDULE
3' - 0"
2' - 0"
1/A301 4/A301 1/A301 1/A301 1/A301 1/A301 1/A301 1/A301 1/A301 1/A301 1/A301 4/A301 4/A301 1/A301 1/A301 1/A301 1/A301 1/A301 1/A301 1/A301 1/A301 -
SEE SCHED
3' - 0"
2"
SALVAGED NOTE 4 EXISTING F1 EXISTING EXISTING F1 F1 F1 F1 F1 SALVAGED F1 SALVAGED NOTE 4 NOTE 4 F1 F1 F1 F1 F1 F1 F1 F1 EXISTING
SEE SCHED
COMMENTS HDWR. NOTE 2 EXISTING DOOR, CR NOTE 2 EXISTING DOOR, CR ST1
2"
No No No No No No No No No Yes Yes No Yes Yes No Yes No
JAMB 2/A301
SCALE: 1/4" = 1'-0"
3' - 0"
No No No No No No No
HEAD 1/A301
LOUVER TYPES
7'-0"
PAIR No No No
SEE SCHEDULE
H 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 10" 10' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 10" 7' - 10" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0"
FIRE LABEL
8'-0"
W 3' - 0" 3' - 0" 2' - 6" 6' - 0" 3' - 0" 6' - 0" 8' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 5' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 8' - 0" 8' - 0" 3' - 0" 6' - 0" 6' - 0" 3' - 0" 8' - 0" 6' - 0" 3' - 0" 6' - 0" 3' - 0"
FRAME TYPE EXISTING EXISTING F1
SCALE: 1/4" = 1'-0"
SEE SCHEDULE
ROOM NAME VESTIBULE OPEN OFFICE CORRIDOR CORRIDOR STORAGE DOCK/ RECEIVING DOCK/ RECEIVING DOCK/ RECEIVING DOCK/ RECEIVING STAIR B TSU OPEN OFFICE CONFERENCE CONFERENCE MAIL ROOM MAIL ROOM MAIL ROOM CORRIDOR CORRIDOR CORRIDOR COMPRESSOR ROOM E-PREP LFO E-PREP MECHANICAL ROOM DIGITAL PRINT INKJET ADDRESSING DIGITAL PRINT STAIR B
DOOR TYPE EXISTING EXISTING F N SALVAGED H EXISTING N EXISTING EXISTING N F N N N SALVAGED N SALVAGED G G F N N N I N F N EXISTING
FRAME TYPES
SCALE: 1/4" = 1'-0"
7'-0"
SIZE
DOOR TYPES
SEE SCHEDULE
ROOM NO. 100A 124 100C 150-2 105A 105 105 105 105 120 123 124 125 126 140 140 140 150-1 150-1 150-1 150E 160 160A 160 160B 180 180B 180 202
SPECS.
7'-0"
DOOR NO. 100-A1 100-A2 100-B 100-C 105-A1 105-B 105-C 105-D 105B 120B 123 124-A 125 126 140-A 140-B 140-C 150-1A 150-1B 150-1C 150-E1 160-A 160-A1 160-B 160-B1 180-B 180-B1 180-C 202
FRAME
SEE SCHEDULE
DOOR SCHEDULE DOOR
DOOR
5 3/4"
NOTES
1
TYPICAL DOOR HEAD DETAIL
2
3" = 1'-0"
NA
TYPICAL DOOR JAMB DETAIL
3
3" = 1'-0"
JAMB DETAIL AT TYPICAL CORNER 3" = 1'-0"
GENERAL NOTES
PROVIDE U.L. APPROVED JOINT ASSEMBLY AT PERIMETER OF ALL FIRE RATED PARTITIONS.
5/8" GYPSUM BOARD
5 3/4" 5/8"
3 5/8"
3 5/8" METAL STUDS AT 16" O.C.
8"
3.
ACT CEILING EL. 9'-6"
4"
1' - 2"
4" STEEL BOLLARD SEE DETAIL 8/A601. CENTER BOLLARD ON DOOR EDGE.
3/4" 3/4"
PREFINISHED METAL FLASHING TURNED UP INSIDE FACE OF WALL - SEAL AT WALL JAMBS
2"
5/8" GYPSUM BOARD
3/4" FIRE TREATED PLYWOOD
3 MIL. VAPOR BARIER
20 GA METAL STUD BOX HEADER BY STEEL STUD SUPPLIER
2
CONSTRUCT PARTITION FROM FLOOR TO 6" ABOVE CEILING
6 1/4"
3
CONSTRUCT FIRE RATED PARTITION FROM FLOOR DECK/STRUCTURE ABOVE. SEE LIFE SAFETY PLANS FOR EXTENT
48
CONSTRUCT PARTITION FROM FLOOR UP TO 48" A.F.F.
5 5/8"
5 3/4" 2 1/2"
(4) 3 5/8" 20 GA STEEL STUDS
COILING DOOR AND DOOR HARDWARE BY DOOR SUPPLIER
2 1/2"
CONT. 2X FIRE TREATED WOOD BLOCKING W/ LAG BOLTS AT 24" O.C. VERTICAL
2 1/2"
4" STEEL BOLLARD SEE DETAIL 8/A601. CENTER BOLLARD ON DOOR EDGE.
STEEL MOUNTING ANGLE BY DOOR SUPPLIER
4"
7 3/4"
3 5/8"
5/8"
NOTE: PROVIDE AT ALL PRECAST WALL PANELS WITH ANY EXPOSED OPEN CORE ENDS INFILL WITH BATT INSULATION AN MIN. OF 8" INTERIOR
ALUMINUM WINDOW HEAD DETAIL AT GYPSUM SOFFIT 3" = 1'-0"
4" INTERIOR
8"
COILING DOOR HEAD DETAIL 3" = 1'-0"
PARTITION TYPE INDICATOR LEGEND
3 5/8"
4
5/8"
EXTERIOR
6
COILING DOOR TRACK BEYOND
1/4" BENT STEEL PLATE W/ LAG BOLTS AT 24" O.C. - PAINT TO MATCH WALL COLOR
3 5/8"
3/4" FIRE TREATED PLYWOOD
COILING DOOR, TRACK, AND DOOR HARDWARE - BY DOOR SUPPLIER
8"
6" CONSTRUCT PARTITION FROM FLOOR TO UNDERSIDE OF CEILING
ROUGH OPENING EL. 7'-10"
1/2" SEALANT JOINT
COILING DOOR - SEE DOOR SCHEDULE
2x FIRE TREATED WOOD BLOCKING
PARTITION SUBSCRIBT NOTES 1
1/4" BENT STEEL PLATE W/ LAG BOLTS AT 24" O.C. - PAINT TO MATCH WALL
6 1/4"
DEFINES HEIGHT TO TERMINATE PARTITION; REFER TO NOTES, THIS SHEET, OR SEE CONSTRUCTION DOCUMENTS FOR SPECIAL HEIGHTS
5/8" GYPSUM BOARD 3/4" FIRE TREATED PLYWOOD
1/2" PLYWOOD FROM FLOOR TO 4'-0" A.F.F. (AS APPLICABLE)
4"
1
3 5/8" STEEL STUD FRAMING
4"
1i
6 1/4"
1
5/8" GYPSUM BD.
PARTITION TYPE INDICATOR: REFER TO REFERENCE STANDARDS #3520.01-.04 OR SEE CONSTRUCTION DOCUMENTS FOR SPECIAL PARTITION TYPES
5 1/2"
1i
2X FIRE TREATED WOOD BLOCKING
1' - 1"
INDICATES NEW PATITION CONSTRUCTION (REFER TO PARTITION TYPE INDICATOR)
1 1/2"
DEFINES TOP OF LOW PARTITION: REFER TO NOTES THIS SHEET, OR SEE CONSTRUCTION DOCUMENTS FOR SPECIAL CONDITIONS
5/8"
PROVIDE CONTROL JOINTS AT JUNCTURE OF ALL FLOOR SUPPORTED WALLS WITH BULKHEAD & SOFFITS SUPPORTED FROM DECK ABOVE.
4"
4"
2.
8"
4"
PROVIDE DEFLECTION TRACK TO ALLOW FOR 1" DEFLECTION IN STRUCTURAL SYSTEM AT TOP OF ALL INTERIOR PARTITIONS EXTENDING FROM TOP OF SLAB TO UNDERSIDE OF STRUCTURE.
1 1/2"
1.
COILING DOOR JAMB DETAIL
5
3" = 1'-0"
5/8" GYPSUM BOARD
5/8" GYPSUM BOARD 3 5/8" METAL STUDS AT 16" O.C.
3 5/8" METAL STUDS AT 16" O.C.
EXISTING WINDOW FRAME AND GLAZING
PREFINISHED METAL FLASHING TURNED UP INSIDE FACE OF WALL - SEAL AT WALL JAMBS
3 MIL. VAPOR BARRIER
3/4" PLASTIC LAMINATE SILL - PLAM-1
PLAM SILL BELOW
1/2"
3/4" FIRE TREATED PLYWOOD 3 5/8" METAL STUD AT 16" O.C.
5/8" GYPSUM BOARD ADHEARD TO PRECAST
5/8" GYPSUM BOARD
1/2" SEALANT JOINT
C:\Re v it P r o je c t s \P r in t Sh o p & M a il Ro o m Ce n t r a l_js c h mit .r v t 6 / 1 7 / 2 0 1 3 5 :3 0 :3 0 P M
1/2" SEALANT JOINT
3 MIL. VAPOR BARRIER 3/4" FIRE TREATED PLYWOOD
3 5/8"
5/8"
EXTERIOR
7
RSP Architects 320 South Broadway Ste B. Rochester, Minnesota 55904
ALUMINUM WINDOW HEAD DETAIL AT GYPSUM
EXTERIOR EXTERIOR
INTERIOR
3 5/8"
8
3" = 1'-0"
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.
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 t I am a duly licensed Architect under the laws of the State of Minnesota.
NOTE: SEE HEAD DETAIL FOR ADDITIONAL NOTES
5/8"
ALUMINUM WINDOW SILL DETAIL AT GYPSUM 3" = 1'-0"
Project For
Consultants
Please purchase PDF Split-Merge on www.verypdf.com to remove this watermark.
1/2" SEALANT JOINT (ENTIRE PERIMETER)
INTERIOR
Certification
507.285.6569 612.677.7499 fax www.rsparch.com
NOTE: PROVIDE AT ALL PRECAST WALL PANELS WITH ANY EXPOSED OPEN CORE ENDS INFILL WITH BATT INSULATION AN MIN. OF 8"
9
ALUMINUM WINDOW JAMB DETAIL AT GYPSUM 3" = 1'-0"
Sheet Information
No. Project No.
Relocation of Print Shop and Mail Room
Drawn By Checked By Date
Signature
Signature DAVID NORBACK
Registration Number
DAVID NORBACK Registration Number
11902 Date
06/17/13
11902 Date
Revisions
Technology Drive Warehouse
© Copyright RSP Architects 2009. All rights reserved.
Description
6287.043.06 JAS JHA/MLK
DOOR SCHEDULES, PARTITION TYPES AND DETAILS
06/17/13
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.
06/17/13
Date
A301
1' - 5 3/4" 5/8"
3 5/8"
7 3/8"
4 1/4"
2" 1' - 5 3/4" 5/8"
3 5/8"
7 3/8"
4 1/8"
2" 7"
LOUVER SUPPORT CLIP ANGLE - BY LOUVER SUPPLIER
PREFINISHED METAL FLASHING TO MATCH METAL PANEL COLOR - EXTEND FLASHING INSIDE OF LOUVER AND FASTEN IN PLACE WITH PANEL SCREW
2"
2X FIRE TREATED WOOD BLOCKING REMOVE INSULATION AND ADEHRE TO CONCRETE PANEL
2X FIRE TREATED WOOD BLOCKING REMOVE INSULATION AND ADHERE TO CONCRETE PANEL
PREFINISHED METAL EDGE COVER FLASHING INTERIOR
3/8" BACKER ROD AND SEALANT
4 1/8"
2"
1' - 5 3/4"
1
PROVIDE FIRE TREATED 2" x 8" WOOD BLOCKING AS REQ'D. TO SUPPORT BRACKET
2X FIRE TREATED WOOD BLOCKING REMOVE INSULATION AND ADHERE TO CONCRETE PANEL
3 5/8" METAL STUDS AT 16" O.C.
EXTRUDED ALUMINUM DRAINABLE LOUVER
MP-11
SEALANT TAPE
EXISTING PRECAST WALL PANEL
PREFINISHED METAL FLASHING TO MATCH METAL PANEL COLOR - EXTEND FLASHING UP INSIDE OF PRECAST PANEL AND FASTEN IN PLACE WITH PANEL SCREW
7 3/8"
PREFINISHED METAL FLASHING TO MATCH METAL PANEL COLOR - EXTEND FLASHING INSIDE OF LOUVER AND FASTEN IN PLACE WITH PANEL SCREW
SEALANT TAPE
SEALANT TAPE
3 5/8"
3/8" BACKER ROD AND SEALANT
3' - 0"
3 5/8" METAL STUDS AT 16" O.C.
LOUVER SUPPORT CLIP ANGLE - BY LOUVER SUPPLIER
9"
3/8" BACKER ROD AND SEALANT
1" PLASTIC LAMINATE (PLAM-1) COUNTERTOP
EXISTING PRECAST WALL PANEL
3 MIL. VAPOR BARRIER - WRAP TOP OF WALL
3 5/8" METAL STUDS AT 16" O.C.
5/8" GYPSUM BOARD
3 MIL. VAPOR BARRIER - WRAP TOP OF WALL
WALL BRACKET EACH SIDE OF RECESSED COUNTER SEE ELEVATIONS
2' - 3"
3 MIL. VAPOR BARRIER - WRAP BOTTOM OF WALL
EXISTING PRECAST WALL PANEL
5/8"
EXTRUDED ALUMINUM DRAINABLE LOUVER
EXTRUDED ALUMINUM DRAINABLE LOUVER
5/8" GYPSUM BOARD
2' - 0"
5/8" GYPSUM BOARD
LOUVER SUPPORT CLIP ANGLE - BY LOUVER SUPPLIER
LOUVER HEAD DETAIL AT EXTERIOR WALL
LOUVER JAMB DETAIL AT EXTERIOR WALL
2
3" = 1'-0"
LOUVER SILL DETAIL AT EXTERIOR WALL
3
3" = 1'-0"
6
3" = 1'-0"
PACKAGE MANIFEST STATION COUNTER DETAIL 1" = 1'-0"
EXISTING PRECAST WALL PANEL
6 A301
8' - 0"
EXISTING ALUMINUM WINDOW SYSTEM (BELOW)
A31-PL
A24-PL
A31-PL
1' - 6"
3' - 6"
EXISTING CONCRETE FLOOR PLANK SYSTEM
SECOND FLOOR 115' - 0"
2' - 0"
5/8" 3 5/8"
EXISTING STEEL BEAM
7 3/4"
3 MIL. VAPOR BARRIER A7-PL
5' - 0"
SEAL VAPOR BARRIER TO BOTTOM PLANK
NEW WALL CONSTRUCTION
DEFLECTION HEAD AT TOP OF WALL
7"
8"
5/8" GYPSUM BOARD
3 5/8" METAL STUDS AT 16" O.C.
3 MIL. VAPOR BARRIER
1' - 6"
8"
6' - 4"
4
MP-11
ADJUSTABLE SHELVES ABOVE - SEE ELEVATIONS
5/8" GYPSUM BOARD
5/8" 3 5/8"
1' - 0"
4 1/4"
EXISTING PRECAST CONCRETE WALL PANEL
3 5/8" x 25 GAUGE METAL STUDS AT 16" O.C.
6 A302
TYPICAL WINDOW SOFFIT DETAIL (ABOVE WINDOW)
5
1" = 1'-0"
DEFLECTION HEAD AT TOP OF WALL
PACKAGE MANIFEST AREA 1" = 1'-0"
3 5/8" x 25 GAUGE METAL STUDS AT 16" O.C.
7
EXISTING PRECAST WALL PANEL
1 1/2" = 1'-0"
1' - 5 3/4" 5/8"
EXISTING CONCRETE FLOOR PLANK SYSTEM
SECOND FLOOR 115' - 0"
SECOND LEVEL WALL/FLOOR SECTION W/ BEAM
3 5/8"
11 1/2"
2"
1' - 5 3/4" 5/8"
3 5/8"
1' - 1 1/2"
INSULATED DUCT FROM EXTERIOR - SEE MECHANICAL 1/2" BACKER ROD AND SEALANT - BOTH SIDES
5/8" GYPSUM BOARD
3 5/8" METAL STUDS AT 16" O.C.
2X FIRE TREATED WOOD BLOCKING REMOVE INSULATION AND ADEHRE TO CONCRETE PANEL
SEALANT TAPE
INSULATED DUCT FROM EXTERIOR - SEE MECHANICAL
3 5/8" x 25 GAUGE METAL STUDS AT 16" O.C.
5/8"
3 5/8"
2X FIRE TREATED WOOD BLOCKING REMOVE INSULATION AND ADHERE TO CONCRETE PANEL
EXISTING PRECAST WALL PANEL
1/2" BACKER ROD AND SEALANT - BOTH SIDES
3 MIL. VAPOR BARRIER
SEALANT TAPE
2X FIRE TREATED WOOD BLOCKING REMOVE INSULATION AND ADHERE TO CONCRETE PANEL
PREFINISHED METAL FLASHING TO MATCH METAL PANEL COLOR - EXTEND FLASHING UP INSIDE OF PRECAST PANEL AND FASTEN IN PLACE WITH PANEL SCREW
5/8" GYPSUM BOARD
PREFINISHED METAL FLASHING TO MATCH METAL PANEL COLOR - EXTEND FLASHING INSIDE OF LOUVER AND FASTEN IN PLACE WITH PANEL SCREW
2"
EXISTING PRECAST WALL PANEL
DEFLECTION HEAD AT TOP OF WALL
1/2" BACKER ROD AND SEALANT - BOTH SIDES
PREFINISHED METAL FLASHING TO MATCH METAL PANEL COLOR - EXTEND FLASHING INSIDE OF LOUVER AND FASTEN IN PLACE WITH PANEL SCREW
INTERIOR
\\min f s 0 2 .r s p a r c h .in t e r n a l\RSP Us e r s $ \ja n d r in g \Do c u me n t s \P r in t Sh o p & M a il Ro o m Ce n t r a l_ja n d r in g .r v t 6 / 1 7 / 2 0 1 3 5 :1 6 :3 2 P M
3 MIL. VAPOR BARRIER - WRAP BOTTOM OF WALL AND SEAL TO TOP OF OPENING
SEAL VAPOR BARRIER TO BOTTOM PLANK
INSULATED DUCT FROM EXTERIOR - SEE MECHANICAL
3 5/8" METAL STUDS AT 16" O.C.
EXISTING PRECAST WALL PANEL 3 5/8" METAL STUDS AT 16" O.C.
3 MIL. VAPOR BARRIER - WRAP TOP OF WALL AND SEAL TO SIDE OF OPENING 5/8" GYPSUM BOARD
3 MIL. VAPOR BARRIER - WRAP TOP OF WALL AND SEAL TO BOTTOM OF OPENING 5/8" GYPSUM BOARD
1' - 1 1/2" 1' - 5 3/4"
8
SECOND LEVEL WALL/FLOOR SECTION
9
1 1/2" = 1'-0"
RSP Architects 320 South Broadway Ste B. Rochester, Minnesota 55904
507.285.6569 612.677.7499 fax www.rsparch.com
10
3" = 1'-0"
Certification
DUCT PENETRATION JAMB DETAIL AT EXTERIOR WALL
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.
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 t I am a duly licensed Architect under the laws of the State of Minnesota.
11
3" = 1'-0"
Project For
Consultants
Please purchase PDF Split-Merge on www.verypdf.com to remove this watermark.
DUCT PENETRATION HEAD DETAIL AT EXTERIOR WALL
DUCT PENETRATION SILL DETAIL AT EXTERIOR WALL 3" = 1'-0"
Sheet Information
No. Project No.
Relocation of Print Shop and Mail Room
Drawn By Checked By Date
Signature
Signature DAVID NORBACK
Registration Number
DAVID NORBACK Registration Number
11902 Date
06/17/13
11902 Date
Revisions
Technology Drive Warehouse
© Copyright RSP Architects 2009. All rights reserved.
Description
6287.043.06 JHA JHA/MLK
ENLARGED PLANS AND DETAILS
06/17/13
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.
06/17/13
Date
A302
\\min f s 0 2 .r s p a r c h .in t e r n a l\RSP Us e r s $ \ja n d r in g \Do c u me n t s \P r in t Sh o p & M a il Ro o m Ce n t r a l_ja n d r in g .r v t 6 / 1 7 / 2 0 1 3 5 :1 6 :3 3 P M
TAG
EXIST ROOM
BF-01 BF-02 BF-03 BF-04 BF-05 BF-06 BF-07 BF-08 BF-09 BF-10 BF-11 BF-12 BF-13 BF-14 BF-15 BF-16 BF-17 BF-18 BF-19 BF-20 BF-21 BF-22 BF-23 BF-24 BF-25 BF-26 BF-27 DP-01 DP-02 DP-03 DP-04 DP-05 DP-06 DP-07 DP-08 DP-09 DP-10 DP-11 DP-12 DP-13 DP-14 DP-15 DP-16 DP-17 DP-18 EP-01 EP-02 EP-03 EP-04 EP-05 EP-06 EP-07 EP-08 EP-09 EP-10 EP-11 EP-12 EP-13 EP-14 EP-15 EP-17 EP-18 EP-19 EP-20 EP-21 IA-01 IA-02 IA-03 IA-04 IA-05 IA-06 IA-07 IA-08 IA-09 LF-01
MSC 2-450A MSC 2-450A MSC 2-450A MSC 2-450A MSC 2-440 MSC 2-440 MSC 2-450A MSC 2-450A MSC 2-450A MSC 2-450A MSC 2-450A MSC 2-450A MSC 2-450A MSC 2-450A MSC 2-450A MSC 2-450A MSC 2-450A MSC 2-450A MSC 2-450A MSC 2-450A MSC 2-450A MSC 2-450A MSC 2-450A MSC 2-440 MSC 2-440 MSC 2-450A MSC 2-450A MSC 2-450 MSC 2-450 MSC 2-450 MSC 2-450 MSC 2-640 MSC 2-640 MSC 2-640 MSC 2-640 MSC 2-640 MSC 2-640 MSC 2-640 MSC 2-640 MSC 2-640 MSC 2-640 MSC 2-640 MSC 2-640 MSC 2-640 NEW MSC 2-430 MSC 2-430 MSC 2-430 MSC 2-430 MSC 2-430 MSC 2-430 MSC 2-422 MSC 2-430 MSC 2-430 MSC 2-422 MSC 2-422 MSC 2-422 MSC 2-422 MSC 2-422 MSC 2-422 MSC 2-422 MSC 2-422 MSC 2-422 NEW NEW MSC 2-640 MSC 2-650 MSC 2-650 MSC 2-650 MSC 2-640 MSC 2-640 MSC 2-640 MSC 2-640 MSC 2-640 MSC 2-410
LF-01A LF-02 LF-03 LF-04 LF-05 LF-06 LF-07 LF-08 LF-09 LF-10 LF-11 LF-12 LF-13 LF-14 LF-15 LF-16 LF-17 LF-18 LF-19 LF-20 LF-21 LF-22 LF-23 LF-24 LF-25 MP-01 MP-02 MP-03 MP-04 MP-05 MP-06 MP-07 MP-08 MP-09 MP-10 MP-11 MP-13 MP-14 MP-15 MP-16 MP-17 MP-18 PA-01
MSC 2-410 MSC-2-410D MSC 2-410D MSC 2-410 MSC 2-410 MSC 2-410 MSC 2-410 MSC 2-410 MSC 2-410 MSC 2-410 MSC 2-410 MSC 2-410 MSC 2-410 MSC 2-410 MSC 2-410 MSC 2-410 MSC 2-410 MSC 2-410 MSC 2-410 MSC 2-410 MSC 2-410 MSC 2-410 MSC 2-410D MSC 2-410 MSC 2-410 NEW OZ 1-60 OZ 1-60 OZ 1-60 OZ 1-60 OZ 1-61A OZ 1-60 OZ 1-61A OZ 1-61A OZ 1-61A OZ 1-60 OZ 1-60 OZ 1-61A NEW OZ 1-60 MSC 2-450A
PA-02 PA-03 PA-04 PA-05 PA-06 PA-07 PA-08 PA-09 PA-11 PA-12 PA-13
MSC 2-450A MSC 2-450A MSC 2-450A MSC 2-450A MSC 2-450A MSC 2-450A MSC 2-450A MSC 2-450A MSC 2-450A MSC 2-450A MSC 2-450A
DESCRIPTION
EQUIPMENT SCHEDULE ROOM NUMBER ORDERED BY SUPPLIED BY
QTY
NEW ROOM
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 4 1 2 1 1 2 14 1 1 1 1 1 1 1 11 1 1 1 1 1 1 5 1 1 7 7 3 1 1 1 1 1 1 5 1 1 1 1 1 1 1 2 1 1 1
BINDERY/ FINISH BINDERY/ FINISH BINDERY/ FINISH SHIPPING SHIPPING SHIPPING BINDERY/ FINISH BINDERY/ FINISH BINDERY/ FINISH BINDERY/ FINISH BINDERY/ FINISH BINDERY/ FINISH BINDERY/ FINISH SHIPPING BINDERY/ FINISH BINDERY/ FINISH BINDERY/ FINISH BINDERY/ FINISH BINDERY/ FINISH BINDERY/ FINISH BINDERY/ FINISH BINDERY/ FINISH BINDERY/ FINISH SHIPPING SHIPPING BINDERY/ FINISH BINDERY/ FINISH DIGITAL PRINT DIGITAL PRINT DIGITAL PRINT DIGITAL PRINT DIGITAL PRINT DIGITAL PRINT DIGITAL PRINT DIGITAL PRINT DIGITAL PRINT DIGITAL PRINT DIGITAL PRINT DIGITAL PRINT DIGITAL PRINT DIGITAL PRINT DIGITAL PRINT DIGITAL PRINT DIGITAL PRINT DIGITAL PRINT E-PREP E-PREP E-PREP E-PREP E-PREP E-PREP E-PREP E-PREP E-PREP E-PREP E-PREP E-PREP E-PREP E-PREP E-PREP E-PREP E-PREP E-PREP E-PREP E-PREP INKJET ADDRESSING SECURE PRINT INKJET ADDRESSING INKJET ADDRESSING INKJET ADDRESSING INKJET ADDRESSING INKJET ADDRESSING INKJET ADDRESSING INKJET ADDRESSING LFO
150C 150C 150C 150D 150D 150D 150C 150C 150C 150C 150C 150C 150C 150D 150C 150C 150C 150C 150C 150C 150C 150C 150C 150D 150D 150C 150C 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 180B 180A 180B 180B 180B 180B 180B 180B 180B 160A
PROPONENT PROPONENT PROPONENT -
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 12 15 1 30 2 1
LFO LFO LFO LFO LFO LFO LFO LFO LFO E-PREP LFO LFO LFO LFO LFO LFO LFO LFO LFO LFO LFO LFO LFO LFO LFO MAIL ROOM MAIL ROOM MAIL ROOM MAIL ROOM MAIL ROOM MAIL ROOM MAIL ROOM MAIL ROOM MAIL ROOM MAIL ROOM MAIL ROOM MAIL ROOM MAIL ROOM MAIL ROOM MAIL ROOM MAIL ROOM MAIL ROOM PRESS AREA
160A 160A 160A 160A 160A 160A 160A 160A 160A 160 160A 160A 160A 160A 160A 160A 160A 160A 160A 160A 160A 160A 160A 160A 160A 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 150B
1 1 1 1 1 1 1 1 2 2 6
PRESS AREA PRESS AREA PRESS AREA PRESS AREA PRESS AREA PRESS AREA PRESS AREA PAPER STORAGE PRESS AREA PRESS AREA
150B 150B 150B 150B 150B 150B 150B 150A 150B 150B
DUPLO COLLATOR/BOOKLET STICHER - AOS CONVEYER - AOS MBO AUTO FOLDER / ROLLER MBM 352 FRICTION FOLDER EASTEY SEALER AND TUNNEL UNISOURCE SEALER BRACKETT MODEL - CPM1E BINDERY STITCHER GBC AUTOMATIC PUNCH CHALLENGE MS-5 PAPER DRILL AUTO INSERTER ROSBACK PERFORATOR 220SRX MORGANA AUTO CREASER ROSBACK PERFORATOR ADD CHALLENGE PAPER CUTTER POLAR MOHR PAPER CUTTER POLAR MOHR PAPER CUTTER JBI LHERMITE AUTOMATIC PUNCH GBC BINDER RENTZ PUNCH AUTO CRIMPER GBC BINDER TOOL BOX PLAM STORAGE UNIT PLAM STORAGE UNIT 5'-2"X1'-6" METAL SHELVING UNIT 3'-7"X2'-1" METAL SHELVING UNIT XEROX iGEN4 -XEROX 6'-0"X3'-0" METAL SHELVING SCANNER - XEROX 6'-2"X3'-0" METAL SHELVING UNIT XEROX NUVERA 120EA - XEROX 4'-0"X2'-0" METAL SHELVING UNIT XC800/1000 - XEROX STRAPPER 6'X2' METAL SHELVING UNIT 3'-0"X1'-0" METAL SHELVING UNIT NUVERA 288B WATKISS - XEROX SCANNER - XEROX SCANNER WORK BENCH -XEROX NUVERA PS200 -XEROX NUVERA 288A WATKISS -XEROX NUVERA PS200 -XEROX BANDER 6'X2' METAL SHELVING UNIT ACENTO E PLATESETTER - AGFA AZURA - AGFA ROCONEX LIGHT TABLE AGFA SHERPA 43DS PLOTTER GRAVITY STACKER COLOR VEIWING STATION PRINTER CONVEYOR ACENTO BLOWER SCANNER DUPLICATOR 6'X2' METAL SHELVING UNIT DVD LABEL PRINTER ORGANIZER BIN X-RAY DIGITIZER ON CART 4'X2' METAL SHELVING UNIT PLOTS FILE MAIL SLOTS 6'X2' METAL SHELVING UNIT 4'X2' METAL SHELVING UNIT INKJET STATION STRAPPING MACHINE BAUM USA ULTRA FOLDER BEN HOWEL MASTER MAILER - BELL FLAME STORAGE CABINET 5'-2"X1'-6" METAL SHELVING UNIT 8'-0"X3'-0" METAL SHELVING UNIT MOBILE STAIRS 5'X2' METAL SHELVING UNIT ACUITY ADVANCED FLATBED - INKJET PRINTER - FUJI CONTROL PEDESTAL - FUJI TOOL CABINET HP COLOR PLOTTER HP COLOR PLOTTER HP COLOR PLOTTER HP COLOR PLOTTER LAMINATOR LAMINATOR CUTTER SHREADER SHIPPING TABLE MINI LAB - FUJI ILLUMINATED DISPLAY TABLE POCKET LAMINATOR WORK TABLE LAYOUT/STORAGE BENCH LAYOUT/STORAGE BENCH 5'-6"X4'-0" METAL SHELVING UNIT 9'-2"X4'-0" METAL SHELVING UNIT LAYOUT/STORAGE TABLE 8'-2"X2'-2" METAL SHELVING UNIT 9'-6"X4'-0" METAL SHELVING UNIT VERTICAL CUTTER COLOR VEIWING STATION CUTTING/STORAGE TABLE PB MAIL SORTER HASLER MAIL PROCESSOR PB MAILING SYSTEM PB MAILING SYSTEM PB MAILING SYSTEM PB MAILING SYSTEM PRINTER PRINTER LETTER OPENER DESK COPIER - E.O. JOHNSON PACKAGE MANIFEST STATION POSTAL PALLET HAMPER MAIL CUBBYS MAIL BIN MAIL TRAY RACK LABEL PRINTER HEIDELBERG PRINT PRESS CONTROL STATION HEIDELBERG PRINT PRESS WOOD STORAGE CABINET COLOR VEIWING STATION AB DICK PRINT PRESS 8820 AB DICK 9870 FLAME STORAGE CABINET 6'-2"X3'-0" METAL SHELVING UNIT MOBILE STAIRS 5'-2"X1'-6" METAL SHELVING UNIT 3'-0"X1'-6" METAL SHELVING UNIT 3'-7"X2'-1" METAL SHELVING UNIT
RSP Architects 320 South Broadway Ste B. Rochester, Minnesota 55904
INSTALLED BY
MOVED BY
MANUFACTURE MANUFACTURE MANUFACTURE -
GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR -
VENDOR VENDOR MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY VENDOR VENDOR VENDOR MOVING COMPANY VENDOR MOVING COMPANY VENDOR MOVING COMPANY MOVING COMPANY MOVING COMPANY VENDOR VENDOR VENDOR VENDOR VENDOR VENDOR MOVING COMPANY VENDOR VENDOR MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY VENDOR MOVING COMPANY MOVING COMPANY VENDOR MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY VENDOR
EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING
PROPONENT PROPONENT -
MANUFACTURE MANUFACTURE -
MANUFACTURE GENERAL CONTRACTOR -
VENDOR MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY VENDOR MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY VENDOR MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY
EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING POSTAL SUPPLIES FOR MAIL SORTER MAIL HAMPERS FROM USPS EXISTING EXISTING VERFIY QUANTITY AND STYLE EXISTING EXISTING
-
-
-
MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY
EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING
Certification
507.285.6569 612.677.7499 fax www.rsparch.com
TAG
DESCRIPTION
QTY
NEW ROOM
PA-14 PA-14A
MSC 2-450A NEW
4'-9" X 1'-8" DOLLIE STORAGE 4'-9" X 1'-8" DOLLIE STORAGE
1 1
PRESS AREA PRESS AREA
150B 150B
PROPONENT
SP-01 SP-02 SP-03 SP-04 SP-05 SP-06 SP-07 SP-08 SP-09 SP-10 SP-11 TW-01 TW-02 TW-03 TW-20
MSC 2-650 MSC 2-750 MSC 2-750 NEW NEW MSC 2-750 MSC 2-750 MSC 2-750 MSC 2-750 MSC 2-750 MSC 2-650 NEW MSC 2-710-4 MSC 2-422 NEW
ENDURO MAIL INSERTER - BELL NUVERA 288B WATKISS - XEROX XEROX NUVERA 144EA - XEROX 8'-0"X3'-0" METAL SHELVING UNIT 6'-0"X3'-0" METAL SHELVING 6'-2"X3'-0" METAL SHELVING UNIT 8'-0"X3'-0" METAL SHELVING UNIT 4'-0"X3'-0" METAL SHELVING UNIT 5'-2"X1'-6" METAL SHELVING UNIT 5'X2' METAL SHELVING UNIT 4'X2' METAL SHELVING UNIT 8'-6"X3'-6" METAL SHELVING UNIT PRINTER/COPIER PRINTER PAPER WASTE CONTAINER
1 1 1 6 4 1 4 1 1 1 1 13 1 6 6
SECURE PRINT SECURE PRINT SECURE PRINT SECURE PRINT SECURE PRINT SECURE PRINT SECURE PRINT SECURE PRINT SECURE PRINT SECURE PRINT SECURE PRINT PAPER STORAGE OPEN OFFICE OPEN OFFICE DOCK/ RECEIVING
180A 180A 180A 180A 180A 180A 180A 180A 180A 180A 180A 150A 124 124 105
TW-21
NEW
FLOOR MACHINE
3
DOCK/ RECEIVING
105
TW-22
NEW
CARDBOARD BALER
1
DOCK/ RECEIVING
105
TW-23
NEW
95 GALLON BRUTE
2
DOCK/ RECEIVING
105
TW-24
NEW
BEVERAGE CONTAINER
1
DOCK/ RECEIVING
105
TW-27
NEW
TRASH COMPACTOR
1
DOCK/ RECEIVING
105
PROPONENT PROPONENT PROPONENT ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES
TAG A B C D E F G
DESCRIPTION 72"X48" WHITE BOARD 2 TIER METAL LOCKERS 5 TIER METAL LOCKERS SOAP DISPENSER PAPER TOWEL DISPENSER CABLE MANAGEMENT TRAY CPU CLIP AND BRACKET
QUANTITY 2 16 5 6 6 69 69
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.
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 t I am a duly licensed Architect under the laws of the State of Minnesota.
GENERAL CONTRACTOR MANUFACTURE MANUFACTURE MANUFACTURE MANUFACTURE MANUFACTURE MANUFACTURE MANUFACTURE MANUFACTURE MANUFACTURE
SPECIALTY EQUIPMENT SCHEDULE TO ROOM ORDERED BY SUPPLIED BY INSALLED BY 1-160 1-50C, 1-160A, 1-80A 1-140 SEE PLAN SEE PLAN SEE PLAN SEE PLAN
CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR
MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER
CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR
INSTALLED BY
MOVED BY
GENERAL CONTRACTOR
MOVING COMPANY -
EXISTING SEE DETAIL 15/A921
GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR EQUIPMENT SERVICES EQUIPMENT SERVICES ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ELECTRICAL CONTRACTOR ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ELECTRICAL CONTRACTOR
VENDOR VENDOR VENDOR MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY MOVING COMPANY WSS -
EXISTING EXISTING EXISTING
Signature DAVID NORBACK
Registration Number
DAVID NORBACK Registration Number
11902 Date
06/17/13
11902 Date
EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING
-
REMARKS
SEE REFERENCE STANDARD 5324-01 AND 5324-02 SEE REFERENCE STANDARD 5324-01 AND 5324-02
EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING
Sheet Information
Revisions
No. Project No.
Relocation of Print Shop and Mail Room
Drawn By Checked By Date
Signature
REMARKS
EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING SEE DETAIL 10/A921 FOR P-LAM CART. EXISTING EXISTING EXISTING
Project For
Consultants
Please purchase PDF Split-Merge on www.verypdf.com to remove this watermark.
REMARKS
EXIST ROOM
EQUIPMENT SCHEDULE ROOM NUMBER ORDERED BY SUPPLIED BY
Technology Drive Warehouse
© Copyright RSP Architects 2009. All rights reserved.
Description
6287.043.06 BCS JHA/MLK
EQUIPMENT SCHEDULE
06/17/13
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.
06/17/13
Date
A310
5"
GROMMET EXISTING WALL CONSTRUCTION
MDF VENEER (PLAM-1) BASE
3/4"
2' - 0 1/2"
2
1" = 1'-0"
5"
2' - 0"
AV CABINET FRONT ELEVATION
3
1" = 1'-0"
AV CABINET SIDE ELEVATION
4"
2' - 0"
MDF VENEER (PLAM-5) PANEL BEYOND
MDF VENEER (PLAM-5) PANEL BEYOND
MDF VENEERED BACK PANEL COORDINATE OPENINGS WITH A.V.
MDF VENEERED BACK PANEL COORDINATE OPENINGS WITH A.V.
MDF VENEER (PLAM-5) BASE
MDF VENEER (PLAM-5) BASE
AV CABINET SECTION A
4
1" = 1'-0"
4"
MDF VENEER (PLAM-5) SHELF
MDF VENEER (PLAM-5) SHELF
3' - 5"
3/4"
4"
3/4"
ENLARGED PLAN - A.V. CABINET
1' - 2"
WOOD EDGE (WD-1) ALL EXPOSED SIDES
WOOD EDGE (WD-1) ALL EXPOSED SIDES
MDF VENEER BASE (PLAM-5)
4"
1
MDF VENEER (PLAM-5) PHONE POCKET HOLDER - ATTACH TO CABINET WITH (4) MOD-EEZ CLIPS
3' - 5"
3/4"
1' - 8 1/2"
2' - 3"
MDF VENEER PHONE POCKET HOLDER (PLAM-1)
CABLE NOOK
5"
3/4"
6"
9" 2' - 0"
A601
DVD/VCR
6 A601
6 A601
9"
"LIFT-OFF" LOCKABLE RACK MDF VENEER (PLAM-1) DOOR
5" 3
1' - 2"
CRESTON WEDGE
3/4" PLYWOOD
6"
1" 3/4"
2
WIRELESS KEYBOARD AND MOUSE
PLASTIC LAMINATE (PLAM-5) COUNTERTOP
PLASTIC LAMINATE (PLAM-5) COUNTERTOP 3/4" PLYWOOD
WIRELESS KEYBOARD & MOUSE SHELF
PLAM COUNTERTOP (PLAM-2)
A601
PLAM COUNTERTOP (PLAM-5)
2' - 1"
PLAM COUNTERTOP (PLAM-1)
4' - 3 1/2"
AV CABINET & PODIUM
6"
WOOD EDGE (WD-1)
5"
6 1/2"
4' - 3 1/2"
4 A601
5 A601
CABLE NOOK
5
1" = 1'-0"
1" PLASTIC LAMINATE COUNTERTOP (PLAM-5)
3/4" PLASTIC LAMINATE INSIDE CABINET FACING
AV CABINET SECTION B
6
1" = 1'-0"
AV CABINET COUNTER DETAIL 3" = 1'-0"
6" CONCRETE SLAB INFILL - MATCH THICKNESS OF EXISTING ADJACENT SLAB
4"
#4 REINFORCING BARS - 15" LONG AT 24" O/C - DRILL DOWELS INTO EACH SIDE OF EXISTING SLAB W/ A MIN. EMBEDMENT OF 4"
CONCRETE DOME
GUARDRAIL LENGTH SEE PLAN 4" DIA. STEEL PIPE BOLLARD - PAINT SAFETY YELLOW
PRV UNIT ATTACH PRV TO ROOF CURB WITH SELF TAPPING SCREWS WITH NEOPRENE WASHERS PER MANUFACTURES INSTRUCTIONS EXTEND SINGLE PLY MEMBRANE UP FACE OF CURB
6 MIL. VAPOR BARRIER PREFINISHED SHEET METAL COUNTER FLASHING BY MECH. CONTRACTOR
3' - 4"
6" COMPACTED GRANULAR FILL (TYP.) 1 1/2" X 1 1/2" X 1/4" STEEL POST OR HORIZONTAL RAIL
3' - 0"
WOOD EDGE (WD-1) ALL EXPOSED SIDES
1"
EXISTING ROOF BALLAST
8"X8"X1/2" STEEL BASE PLATE WITH 4 1/2" DIA EXPANSION ANCHORS WITH 4" EMBEDMENT
1/4" X 4" STEEL PLATE WELDED TO FACE (ISLE SIDE) OF POST
8"
COMPACT GRANULAR FILL
INSULATED STEEL ROOF CURB AND CURB INSULATION BY PRV MANUFACTURER
EXISTING CONCRETE FLOOR SLAB UNDISTURBED SOIL
8"X8"X1/2" STEEL BASE PLATE WITH 4 1/2" DIA EXPANSION ANCHORS WITH 4" EMBEDMENT
EXISTING SINGLE PLY MEMBRANE ROOFING
PRV DUCT - SEE MECHANICAL DRAWINGS
PLUMBING UNDERGROUND LINE REFER TO PLUMBING DRAWINGS FOR PIPE INVERTS
EXISTING RIGID INSULATION
STEEL ANGLE ROOF OPENING FRAMING - SEE STRUCTURAL
EXISTING STEEL DECK
PROTECTION RAIL DETAIL
8
1" = 1'-0"
CENTER LINE OF CONDUIT
"GOOSE NECK CONDUIT" EXTEND & ATTACH TO LOWEST CHORD OF JOIST
CENTER LINE OF PIPE WATER CUT-OFF MASTIC
FLEXIBLE PENETRATION LAP SEALANT
SEALANT
SINGLE PLY MEMBRANE ROOFING
1' - 0"
MIN.
8"
ROOF BALLAST
9
1" = 1'-0"
EXISTING STEEL BAR JOIST
1" = 1'-0"
WATER TIGHT NOSE CLAMP BY MECH. 25 GA. GALVANIZED STEEL FLASHING BY ROOFING CONTRACTOR SINGLE PLY MEMBRANE ROOFING ROOF BALLAST
M IN .
4"
COUNTERFLASHING
4" PIPE BOLLARD DETAIL
1 1/2" Dia. - 6" Dia. VENT PIPE BY MECH.
MIN.
7
UNDERGROUND PLUMBING TRENCH INFILL DETAIL
13
POWER ROOF VENTILATOR (PRV) CURB DETAIL 1 1/2" = 1'-0"
1
3 3/4" RIGID INSULATION R-23.4 CONDUIT - SEE ELECT.
STEEL DECKING - SEE STRUCT.
3 3/4" RIGID INSULATION R-23.4 VENT PIPE SEE MECH.
2" x 8" TREATED WOOD BLOCKING FULL DEPTH OF INSULATION - DRILL HOLE FOR CONDUIT AS REQUIRED
STEEL DECKING - SEE STRUCT. EXISTING DOCK SEALS
CENTER LINE OF PIPE
EXISTING OVERHEAD DOOR
10
ROOF CONDUIT PENETRATION DETAIL
11
1 1/2" = 1'-0"
3"x3"x1/4" STEEL ANGLES - SEE STRUCTURAL
ROOF DETAIL AT LARGE VENT PIPE 1 1/2" = 1'-0" ADVANCED LIFT PIT FRAME STEEL ANGLES - SEE STRUCTURAL
4' - 0"
24GA. GALVANIZED STEEL COUNTER FLASHING BY ROOFING CONTRACTOR
12 GA. STAINLESS STEEL STRAPS AT EACH CORNER (12" O.C. MAX.)
PROVIDE 1" MIN. GAP FOR STACK TEMP. 125-250 DEG. F. - REFER TO MANUFACTURER FOR INSTALLATION REQUIREMENTS.
1"
20 GA. STAINLESS STEEL PERFORATED SHEET METAL WITH INSECT SCREEN.
HIGH TEPERATURE INSULATION 24 GA. G.I. SHEET METAL FACER, SHOP OF FIELD SOLDERED TO CURB
3' - 6"
3"x3"x1/4" STEEL ANGLES - SEE STRUCTURAL
SINGLE PLY MEMBRANE ROOFING
MIN.
24GA. GALVANIZED STEEL COUNTER FLASHING BY ROOFING CONTRACTOR
NEW 7" REINFORCED BOTTOM OF STAIR CONCRETE SLAB 97'- SEE - 6" STRUCTURAL
ROOF BALLAST
SINGLE PLY MEMBRANE ROOFING ROOF BALLAST
8"
8 1/4"
MIN.
8"
1' - 4 1/64"
PROVIDE 1" GAP BETWEEN CURB AND HOOD.
FIRST FLOOR PLAN 100' - 0"
GALVANIZED STEEL COUNTER FLASHING HOOD BY MECH. CONTRACTOR
\\min f s 0 2 .r s p a r c h .in t e r n a l\RSP Us e r s $ \ja n d r in g \Do c u me n t s \P r in t Sh o p & M a il Ro o m Ce n t r a l_ja n d r in g .r v t 6 / 1 7 / 2 0 1 3 5 :1 6 :3 4 P M
3' - 6"
VERIFY WITH MANUFACTURE
WATER CUT-OFF MASTIC W/ WATER TIGHT NOSE CLAMP BY MECH.
LAP SEALANT
8' - 6 1/2"
NOTES: BOILER FLUE VENT EXTERIOR AMBIENT TEMP = 230 DEG. F
TWO PIECE 18 GA. STAINLESS STEEL SQUARE TO ROUND SHOP WELDED HOOD.
NEW 6" REINFORCED CONCRETE SLAB - SEE STRUCTURAL
EXISTING DOCK BUMPERS CENTER LINE OF PIPE
TWO PIECE 18 GA. STAINLESS STEEL UMBRELLA HOOD - FIELD WELD OR JB WLED TO NEW PIPE.
EXISTING 6" REINFORCED CONCRETE SLAB
EXISTING 7" REINFORCED CONCRETE SLAB EXISTING GRANULAR FILL 8" REINFORCED CONCRETE WALL SEE STRUCTURAL GRANULAR FILL 3 3/4" RIGID INSULATION R-23.4 VENT PIPE - SEE MECH.
12
STEEL DECKING - SEE STRUCT.
ROOF DETAIL AT SMALL VENT PIPE
14
1 1/2" = 1'-0"
RSP Architects 320 South Broadway Ste B. Rochester, Minnesota 55904
Certification
507.285.6569 612.677.7499 fax www.rsparch.com
2" RIGID INSULATION - R-10
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.
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 t I am a duly licensed Architect under the laws of the State of Minnesota.
BOILER PIPE - SEE MECH.
DOCK LIFT WALL SECTION
15
1/2" = 1'-0"
Project For
Consultants
Please purchase PDF Split-Merge on www.verypdf.com to remove this watermark.
3 3/4" RIGID INSULATION R-23.4
TOP OF FOOTING 92' - 6"
ROOF DETAIL AT BOILER FLUE AND ROOF CURB 1 1/2" = 1'-0"
Sheet Information
Signature DAVID NORBACK
Registration Number
DAVID NORBACK Registration Number
11902 Date
06/17/13
11902 Date
Revisions
No. Project No.
Relocation of Print Shop and Mail Room
Drawn By Checked By Date
Signature
STEEL DECKING - SEE STRUCT.
Technology Drive Warehouse
© Copyright RSP Architects 2009. All rights reserved.
Description
6287.043.06 JAS JHA/MLK
DETAILS
06/17/13
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.
06/17/13
Date
A601
3' - 2 3/4" 18BD4
30BC1
1
2
1/4" = 1'-0"
1"
36BC1
OFFICE CUBICLE WEST WALL ELEVATION
TSU WEST WALL ELEVATION 1/4" = 1'-0"
3
5' - 4"
36BC1 1"
4' - 7"
4' - 7"
5' - 0"
3630W
3630W
36BC1
36BC1
36BC1
2' - 6" 6"
3' - 3"
3' - 3"
2' - 0"
MP-08
MP-09 9
1
3' - 3"
3' - 3"
3' - 3"
3' - 0"
1
16' - 9"
12' - 2 1/4"
MAIL ROOM COAT AND LOCKER ELEVATION
6
3630W
2' - 0" 5' - 0"
MP-07
MP-10
1
3' - 0"
5' - 0" 9
1/4" = 1'-0"
8' - 9 3/4"
3 A921
1 A921
INTER-OFFICE MAIL & WORK STATION WALL WEST ELEVATION
7
1/4" = 1'-0"
9
9' - 0"
1/4" = 1'-0"
8' - 6"
4' - 3"
4' - 7"
2' - 2 1/4"
OPEN OFFICE SOUTH WALL ELEVATION
5 5 A921
9 A921
MP-16
2' - 0"
3' - 0" 10
1/4" = 1'-0"
17' - 11"
42BC1
3 A921
8' - 9 13/16"
C
9 42BC1
4 A921
4' - 3"
5 A921
7 A921
1"
10
OPEN OFFICE EAST WALL ELEVATION
4
1/4" = 1'-0"
4' - 2"
15' - 10" 5' - 3"
9
3 A921
5 A921
12' - 0"
36BC1
3 A921
12 A921
BREAKROOM EAST WALL ELEVATION
30BC1
4' - 2"
4236W
1' - 4 1/2"
3' - 2 3/4"
10
TW-03
4' - 6"
2
3' - 0"
4
4236W
3' - 0" 2' - 0"
300
4' - 2"
10
3636W
8 A921
2' - 0"
1 A921
3636W
5' - 6"
3636W
2' - 0"
MCB3018
10
3' - 11"
4' - 2"
2' - 0"
3036W 1836W
3' - 11"
16' - 9"
4 A921
1"
7' - 10"
10
3' - 0"
3036W
1"
3' - 0"
6 A921
4 A921
1"
3' - 0"
4 A921
4' - 3" 9' - 4"
14' - 4" 4' - 9"
5' - 3"
8' - 8"
4' - 10"
14' - 4"
4' - 9"
4' - 9"
4' - 10"
4' - 9"
8' - 2"
5 A921
1
2' - 2"
3' - 7"
3' - 0"
9 2' - 8"
1
2' - 3"
1' - 8"
1
3' - 7"
6"
2' - 9"
2' - 9"
2' - 9"
2' - 9"
5 A921
6"
1/4" = 1'-0"
7
7
3"
9
3' - 8" 4' - 2"
7
3"
9
10
1/4" = 1'-0"
1
1
2' - 7"
2' - 7"
9
3' - 0"
1/4" = 1'-0"
9' - 4"
2' - 0" MP-17
6"
1
9
1
1
3' - 4"
3' - 4"
3' - 4"
3' - 4"
MP-06
1 A921 MP-14
6"
MP-17
8' - 8"
6"
1
9
1
1
3' - 4"
3' - 4"
3' - 4"
3' - 4"
14' - 4"
DIGITAL PRINT CASEWORK ELEVATION
11
1 A921
MP-14
6"
2 A921
1 A921
INK JET CASEWORK ELEVATION
MP-14
8' - 8"
2 A921
REGIONAL WORK AREA NORTH WALL ELEVATION
8
4
MP-02
6"
14' - 4"
MAIL PROCESSING STATIONS SOUTH WALL ELEVATION
12
1/4" = 1'-0"
2' - 3"
7
D
2' - 3"
8
3' - 0"
1
2' - 0"
2' - 0"
IA-05
E
2' - 9"
7
7
D
2' - 9"
7
1
12' - 0"
9
2' - 0"
1 A921
1
6" 2"
PACKAGE MANIFEST WALL ELEVATION
8
MP-15
1
3' - 0"
2' - 0"
MP-11
2' - 0"
MP-15
2' - 0"
1 A921 3' - 6"
5 A921
E
5' - 0"
MP-18
2" 6"
5 A921
3' - 0"
2"
3' - 0"
4' - 0"
3' - 0"
4' - 0"
1/4" = 1'-0"
20' - 9" 5' - 3" 8' - 6"
14' - 4" 4' - 9"
11' - 10"
4' - 10"
4' - 9"
5 A921
2' - 0" MP-17
MP-14
2
9
2
2' - 11 1/4"
2' - 11 1/4"
2' - 11 1/4"
2' - 11 1/4"
2
2
MP-14
6"
3' - 4"
1
3' - 4"
3' - 4"
1 3' - 4"
1
6"
8' - 6"
6"
9
3' - 4"
1
3' - 4"
14' - 4"
1
3' - 4"
2' - 9"
9
2' - 9"
1
3' - 4"
6"
2' - 11 1/4"
11' - 10"
14
1/4" = 1'-0"
16' - 0" 5' - 4"
5' - 4"
2' - 11 1/4"
2' - 11 1/4" 6"
1 A921
14' - 4"
10' - 10"
2' - 11 1/4"
24' - 0"
MAIL ROOM EAST WALL ELEVATION
13
4
MP-17
5 A921
SHIPPING CASEWORK ELEVATION 1/4" = 1'-0"
5 A921
44' - 5" 5' - 4"
15' - 0" 5' - 0"
5' - 0"
12' - 7"
6
BF-27
BF-27
1' - 0"
3' - 0" 6"
1
2' - 6"
2' - 6"
BF-22
1
2' - 6"
60' - 5"
2' - 6"
2' - 6"
BF-23 BF-10
1
2' - 6"
BF-08
1
6 6"
6"
16' - 0"
11' - 7"
1
2' - 6"
2' - 6" 6"
5' - 3 1/2"
4' - 4"
5 A921
9
9"
6"
5' - 0"
1
3' - 4 1/2"
3' - 4 1/2"
18' - 8 3/4"
PA-04
1
3' - 4 1/2"
3' - 4 1/2"
3' - 0"
1
2' - 0"
2' - 0"
2' - 0" 3' - 6"
PA-12
3' - 0"
3' - 0"
PA-12
8
1 9"
PA-08
6"
6"
14' - 6"
1
9
1
8
2' - 8 1/2"
2' - 8 1/2"
2' - 8 1/2"
2' - 8 1/2"
1 A921
PRESS EAST WALL ELEVATION
18
1/4" = 1'-0"
RSP Architects 320 South Broadway Ste B. Rochester, Minnesota 55904
1/4" = 1'-0"
Certification
507.285.6569 612.677.7499 fax www.rsparch.com
12 A921
19
EP-11
5' - 0"
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.
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 t I am a duly licensed Architect under the laws of the State of Minnesota.
3' - 0"
3' - 0"
PRESS EAST WALL AT HEIDELBERG 1/4" = 1'-0"
5' - 0"
5' - 0"
5' - 0"
5' - 0"
Signature DAVID NORBACK
Registration Number
DAVID NORBACK Registration Number
11902 Date
06/17/13
11902 Date
5' - 0"
E
2' - 6"
36BC1
3 A921
E-PREP WEST WALL ELEVATION AT DUPLICATORS 1/4" = 1'-0"
LF-14
20
4
1
3' - 6 3/4"
3' - 6 3/4"
1 3' - 6 3/4"
3' - 6 3/4"
1 3' - 6 3/4"
3' - 6 3/4"
1 3' - 6 3/4"
3' - 6 3/4"
3' - 6 3/4"
1
9
1
3' - 6 3/4"
3' - 6 3/4"
3' - 6 3/4"
3' - 6 3/4"
1
4
2' - 10"
1' - 8 3/4"
2 A921
1/4" = 1'-0"
Sheet Information
Revisions
No. Project No.
Relocation of Print Shop and Mail Room Technology Drive Warehouse
8
1 A921
E-PREP AND LFO NORTH WALL ELEVATION
Drawn By Checked By Date
Signature
6"
45' - 0" 5' - 0"
Project For
Consultants
Please purchase PDF Split-Merge on www.verypdf.com to remove this watermark.
E-PREP WEST WALL ELEVATION
EP-11
9
36BD4
2 A921
3' - 0"
9
D
6"
15' - 4"
6' - 7" 1 A921
2 A921
1 3' - 6"
EP-11
6"
2
3' - 0"
D
D
PA-03
2' - 0"
E
5' - 0"
STANDARD STEEL COUNTERTOP SUPPORT WALL BRACKET (29x24) - SEE DETAIL 1/A921 2 STANDARD STEEL COUNTERTOP SUPPORT WALL BRACKET (24x18) - SEE DETAIL 1/A921 4 PLASTIC LAMINATE WALL CLEAT 5 AIR HOSE REEL - SEE MECHANICAL. 6 FURNITURE - SEE FURNITURE PLANS. 7 FURNITURE PANEL - SEE FURNITURE PANEL PLANS. 8 DROP IN STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS. 9 NEW BASE - SEE ROOM FINISH SCHEDULE. 10 PLASTIC LAMINATE BASE OR WALL CABINET FILLER. SEE ELEVATION FOR HEIGHT.
2' - 0"
PA-11
5' - 0"
1
1 A921
5 A921
4' - 4"
5 A921
2' - 0"
E
8' - 8"
5' - 3 1/2"
3' - 0"
4' - 10"
3' - 0"
4' - 10"
3' - 0"
4' - 10"
10' - 7"
6' - 7"
2
1 A921
1/4" = 1'-0"
14' - 6"
5' - 0"
5
2' - 0"
16 5 A921
5' - 0"
TOP OF GRATING 106' - 3 3/4"
6' - 0"
1 A921
BINDERY / PRINTING CASEWORK ELEVATION
15
BF-21
BF-20
1
3' - 0"
6
10' - 10"
\\min f s 0 2 .r s p a r c h .in t e r n a l\RSP Us e r s $ \ja n d r in g \Do c u me n t s \P r in t Sh o p & M a il Ro o m Ce n t r a l_ja n d r in g .r v t 6 / 1 7 / 2 0 1 3 5 :1 6 :3 8 P M
BF-19
BF-11
9
17
5
2' - 0"
7' - 0"
6 PA-07
5 A921
KEYNOTES - ELEVATION BF-09
PA-11
6' - 0"
5' - 0"
B
PA-11
5 A921
3' - 0"
MP-14
2' - 0"
MP-17
1 A921
3' - 0"
MP-05
3' - 0"
2' - 3"
1 A921
2' - 3"
MP-03
2' - 0"
2' - 0"
2' - 0"
5 A921
5 A921
3' - 0"
4' - 9"
5' - 0"
2' - 0"
4' - 10"
5' - 3"
3' - 0"
14' - 4" 4' - 9"
5' - 3"
© Copyright RSP Architects 2009. All rights reserved.
Description
6287.043.06 BCS JHA/MLK
INTERIOR ELEVATIONS
06/17/13
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.
06/17/13
Date
A901
SEE SCHED. BELOW 1' - 7 1/4"
3"
3"
1/4" DIA. MOUNTING HOLES FOR CSK. FHWS. (TYPICAL)
1'- 43/8"
1/8" STEEL ADA COMPLIANT SINK AND FAUCET, REFER TO PLUMBING DRAWINGS
BACK PANEL WITH PLASTIC LAMINATE (PLAM-1) FACE
WHITE THERMOFUSED MELAMINE OVER 3/4" MDF INTERIORS W/ ADJUSTABLE SHELF AND 1/4" THERMOFUSED MELAMINE BACK TYPICAL
SCHEDULED BASE
2 1/8"
HATCHED AREA INDICATES MIN. A.D.A. TOE SPACE CLEARANCE
NOTE: G.C. TO PROVIDE BLOCKING IN STUD WALL AS REQUIRED.
1' - 11 1/2"
COUNTERTOP INSTALLATION CLEARANCES
1
NOTE: G.C. TO PROVIDE BLOCKING IN STUD WALL AS REQUIRED
4"
1' - 5"
1' - 0" U.N.O.
ALL EXTERIOR EXPOSED SURFACES AND EDGES ARE PLASTIC LAMINATE (PLAM-2) OVER 3/4" MDF INCLUDING FLUSH OVERLAY DOOR(S) ON CONCEALED HINGES TYPICAL
DOOR/DRAWER PULL - SEE SPEC.
9"
2' - 5"
2' - 10"
2' - 3"
6"
NOTE: SUPPORTS TO BE SHOP PRIMED: PAINT TO MATCH WALLS AT TIME OF INSTALLATION
5' - 1 1/4"
4" WIRE PULL
8"
B
PROVIDE FIRE TREATED 2" x 8" WOOD BLOCKING AS REQ'D. TO SUPPORT BRACKET
VARIES
SEE ELEVATIONS
3 1/2"
A
PLASTIC LAMINATE (PLAM-2) COUNTER TOP ON 3/4" MDF WITH BACK SPLASH
3/4"
ALL EXTERIOR EXPOSED SURFACES AND EDGES ARE PLASTIC LAMINATE (PLAM-2) OVER 3/4" MDF INCLUDING FLUSH OVERLAY DOOR(S) ON CONCEALED HINGES TYPICAL
SCHEDULED BASE BACKSPLASH WHERE APPLICABLE - SEE FLOOR PLAN AND ELEVATIONS FOR TYPE.
DETAIL OF COUNTER SUPPORT BRACKET
2
1" = 1'-0"
ADA COMPLIANT SINK SECTION
BASE CABINET W/ DRAWER & DOOR
3
1" = 1'-0"
UPPER CABINET - ONE ADJ. SHELF
4
1" = 1'-0"
5
1" = 1'-0"
6"
P4100 UNISTRUT CHANNEL HORIZONTAL
EQ
EQ
6"
1" PLASTIC LAMINATE SHELVING (PLAM-1) 1" PLASTIC LAMINATE SHELVING ON UNISTRUT ADJUSTABLE BRACKETS - SEE ELEVATIONS FOR QUANTITY P4100 UNISTRUT CHANNELS VERTICAL
11" TYP.
4"
STEEL SUPPORT BRACKET - PROVIDE BRACKETS AS SHOWN ON DRAWINGS AT 3'-0" O.C. MAX.
1"
3/4"
WHITE PLASTIC LAMINATE OVER 3/4" MDF INTERIORS W/ ADJUSTABLE SHELF AND 1/4" BACK TYPICAL
6"
1"
SEE PLAN
3'-0"
2' - 1 1/8"
DEEP TOP DEEP TOP DEEP TOP DEEP TOP
SEE ELEVATION
13" - 20" 20" - 25" 25" - 30" 30" - 36"
1 1/2"
FOR FOR FOR FOR
2' - 4 1/2"
"B" 18" 12" 18" 24"
1 1/2"
"A" 12" 18" 24" 29"
1' - 0"
1" PLASTIC LAMINATE BOOKEND (PLAM-1) AS INDICATED IN ELEVATIONS P4100 UNISTRUT CHANNEL HORIZONTAL
SEE ELEVATION
TYPICAL SUPPORT BRACKET
SEE ELEVATIONS
2"
4"
1/4" DIA. MOUNTING HOLES FOR WALL FASTENER (TYPICAL)
SEE ELEVATION
SEE SCHED. BELOW
2 43/64"
NOTE: SEE ELEVATIONS FOR THE QUANTITY OF SHELVES, USE HEAVY DUTY UNISTRUT STANDARDS AND BRACKETS. SPACED AT 2'-6" OC MAX
TYPICAL HEAVY DUTY UNISTRUT ADJUSTABLE SHELVING 3/4" = 1'-0"
2' - 0" ALL EXTERIOR EXPOSED SURFACES AND EDGES ARE PLASTIC LAMINATE (PLAM-2) OVER 3/4" MDF INCLUDING FLUSH OVERLAY DOOR(S) ON CONCEALED HINGES TYPICAL
VARIES
SEE ELEVATIONS 5' - 1 1/4"
1' - 0" U.N.O.
10" 1' - 10"
3/4" MDF CORE MATERIAL W/ PLASTIC LAMINATE ON ALL FACES (PLAM-4), ANCHOR TO METAL STUDS W/CHROME SCREWS WITH GROMMETS
8
7"
3" 3"
2' - 0" 1' - 4"
1"
NOTE: SEE ELEVATIONS FOR THE QUANTITY OF SHELVES, USE STANDARD KV STANDARDS AND BRACKETS. SPACED AT 2'-6" OC MAX
3" CASTERS TYP. CROSS SECTION
TYPICAL STANDARD KV ADJUSTABLE SHELVING
10
3/4" = 1'-0"
2"
1" PLASTIC LAMINATE SIDES AND BOTTOM (PLAM-1)
5"
SEE ELEVATION
6"
3"
1-1/4" CHROME COAT ROD W/ FLANGES
3"
FRONT ELEVATION
EL. = 5'-6" A.F.F.
8"
ALL EXTERIOR EXPOSED SURFACES AND EDGES ARE PLASTIC LAMINATE (PLAM-1)
3" CASTERS TYP.
3/4" PLASTIC LAMINATE BOOKEND - AS INDICATED IN ELEVATIONS (PLAM-1)
4" TOP OF SHELF
1' - 11"
1" PLASTIC LAMINATE SIDES AND BOTTOM (PLAM-1)
STANDARD KV VERTICAL CHANNELS
3'-0"
SEE ELEVATION
1' - 6"
6"
11" TYP.
1' - 9 1/4"
5' - 2"
G.C. TO CORDINATE WITH ELECTRICAL CONTRACT FOR INSTALLATION OF ELECTRICAL OUTLET.
EQ
3/4" PLASTIC LAMINATE SHELVING ON STANDARD KV ADJUSTABLE BRACKETS - SEE ELVATION FOR QUANTITY
SEALANT TOP & BOTTOM 3/4" MDF CORE MATERIAL W/ PLASTIC LAMINATE ON ALL FACES (PLAM-2)
EQ
4"
5/8" GYP. BOARD.
DOOR/DRAWER PULL - SEE SPEC.
6"
3/4" PLASTIC LAMINATE SHELVING (PLAM-1)
6"
1' - 6 3/4"
WHITE PLASTIC LAMINATE OVER 3/4" MDF INTERIORS W/ ADJUSTABLE SHELF AND 1/4" BACK TYPICAL
4"
3"
DIGITIZER CART 1" = 1'-0"
SECURE WOOD BLOCKING
5' - 0"
NOTES: 1. G.C. TO PROVIDE BLOCKING IN STUD WALL AS REQUIRED.
EQ
3"
3/4" x 3/4" x 12" P-LAM CLEAT
6"
9"
3/4" P-LAM
WIRE SHELVING
VINYL BASE (VB-1)
FRONT ELEVATION
SECTION COUNTERTOP TYPE: A
COAT/RACK DETAIL
7
1" = 1'-0"
9
1" = 1'-0"
SHOE RACK
COUNTERTOP TYPE: B
DIM.
DIM.
2' - 0"
1" = 1'-0"
1/8" DRIP GROOVE
2' - 0 1/2"
1"
MICROWAVE CABINET AND OPEN SHELVING - ONE ADJ. SHELF IN CABINET
1/8" DRIP GROOVE
COUNTERTOP TYPE: C
1" SOLID PLASTIC SHELF GUIDES
1' - 7"
TYPICAL BASE CABINET SECTION W/ DRAWERS
13
3/4" = 1'-0"
RSP Architects 320 South Broadway Ste B. Rochester, Minnesota 55904
MOBILE PLASTIC LAMINATE TRAY HOLDER
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 t I am a duly licensed Architect under the laws of the State of Minnesota.
Signature DAVID NORBACK
Registration Number
DAVID NORBACK Registration Number
11902 Date
06/17/13
11902 Date
1"
11"
1/8" DRIP GROOVE
C31-PL
COUNTERTOP TYPE - SEE ABOVE
TYPICAL SECTION PLAM TRAY HOLDER 1" = 1'-0"
15
TYPICAL 60" PLAM TRAY HOLDER BASE
TYPICAL COUNTERTOPS
3/4" = 1'-0"
NOT TO SCALE
Sheet Information
FINISH ( SEE BELOW ) DIM TYPICAL FINISHES
Revisions
No. Project No.
Relocation of Print Shop and Mail Room Technology Drive Warehouse
INDICATES:
PL = PLASTIC LAMINATE SS = STAINLESS STEEL AR = ACID RESISTANT
Drawn By Checked By Date
Signature
DIM.
11" COUNTERTOP DESIGNATION
13 A921
Project For
Consultants
Please purchase PDF Split-Merge on www.verypdf.com to remove this watermark.
1/8" DRIP GROOVE
KAPPERS FABRICATING INC. PART #500240 LEVELING MOUNT, TYP.
14
1" = 1'-0"
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 1/2"
1' - 9"
Certification
507.285.6569 612.677.7499 fax www.rsparch.com
COUNTERTOP TYPE: F
4 1/2"
4"
5' - 0"
3" CASTERS TYP.
7"
COUNTERTOP TYPE: E
2' - 4 1/2"
1" PLASTIC LAMINATE (PLAM-2) BACK PANEL
3"
1/8" DRIP GROOVE
DIM.
3' - 0"
3' - 0"
1/4" PLASTIC SHEETING BETWEEN SHELF GUIDES
1/8" DRIP GROOVE
2' - 4 1/2"
1" PLASTIC LAMINATE (PLAM-1) BASE
1/4" PLASTIC SHEETING BETWEEN SHELF GUIDES
15 A921
12
1" 1/2"
1"
3/4" PLASTIC LAMINATE (PLAM-2) PANELS, TYP.
PLASTIC LAMINATE BASE CABINET W/ DRAWERS
1' - 7"
1"
1/2" 1" PLASTIC LAMINATE (PLAM-1) COUNTERTOP
5' - 0"
1"
1" 1/2"
1" 1"
2' - 4"
1" 5"
1"
1" SOLID PLASTIC SHELF GUIDES VARIES
3'-0"
2' - 4"
2' - 1"
1"
SEE PLANS FOR COUNTERTOP SIZE AND TYPE
1/2" 1"
2' - 6"
VARIES
SEE ELEVATIONS
\\min f s 0 2 .r s p a r c h .in t e r n a l\RSP Us e r s $ \ja n d r in g \Do c u me n t s \P r in t Sh o p & M a il Ro o m Ce n t r a l_ja n d r in g .r v t 6 / 1 7 / 2 0 1 3 5 :1 6 :3 9 P M
SEE PLAN
5' - 0"
2' - 1"
DIM.
5"
1" PLASTIC LAMINATE (PLAM-1) COUNTERTOP
COUNTERTOP TYPE: D DIM.
14 A921
2' - 6"
14 A921
1"
BASE CABINET AND PLASTIC LAMINATE COUNTERTOP ARE EXISTING.
1' - 4 1/2"
3/4" P-LAM
3/4" x 3/4" x 12" P-LAM CLEAT
1' - 4 1/2"
2' - 10"
1' - 3"
WIRE SHELVING
2. SHADED AREA OF WALL IS EXISTING. NOTE: G.C. TO PROVIDE BLOCKING IN STUD WALL AS REQUIRED.
6
EQ
© Copyright RSP Architects 2009. All rights reserved.
Description
6287.043.06 BCS JHA/MLK
MILLWORK DETAILS
06/17/13
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.
06/17/13
Date
A921