HomeMy WebLinkAboutBuilding PlansOWNER:
DUKEMAWKSMOOR, L.L.G.
8888 KEYSTONE CROSSING SUITE 1200
INDIANAPOLIS, INDIANA 46240
(317) 575-8888
CONSTRUCTION MANAGER:
ARCHITECT:
CSO ARCHITECTS
ENGINEERS & INTERIORS
9100 KEYSTONE CROSSING SUITE 200
C80 AreMtects INDIANAPOLIS, INDIANA 46240
En¢nesrs&Ntarbrs (37) 848-7800
D uke-week
DUKE -WEEKS REALTY LIMITED PAR'
8888 KEYSTONE CROSSING SUITE 11C
INDIANAPOLIS, INDIANA 46240
(317) 575-8888
SCALE: N.T.S.
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GENERAL NOTES
1. THESE GENERAL NOTES SHALL APPLY TO ALL WORK AND ALL DRAWINGS IN THIS SET AND SHALL
EXTEND TO ANY CHANGES, EXTRAS, OR ADDITIONS AGREED TO DURING THE COURSE OF THE WORK.
3. BIDDERS SHALL MAKE KNOWN TO DEAN WITTIER REYNOLDS INC. ANY LIMITATIONS, EXCLUSIONS,
OR MODIFICATIONS TO THE PROJECT DURING THE PRICING PHASE OF THE PROJECT. UNLESS NOTED
THEY WILL BE PRESUMED INCLUDED BY DEAN WITTER REYNOLDS INC.
4. DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN. DETAILS SHALL GOVERN OVER PLANS AND
ELEVATIONS, LARGE SCALE DETAILS SHALL GOVERN OVER SMALL SCALE DETAILS.
5. THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE
THE TERM "OR APPROVED EQUAL" IS USED THE DEAN WITTER REYNOLDS INC. FACILITIES
DEPARTMENT ALONE SHALL DETERMINE THE EQUALITY BASED UPON THE INFORMATION'
SUBMITTED BY THE CONTRACTOR.
6. THE CONSTRUCTION MANAGER SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OR DRAWINGS TO ALL
TRADES UNDER HIS JURISDICTION.
i
7. ANY INFORMATION REQUIRED BY THE CONTRACTORS THAT IS NOT SHOWN ON DRAWINtS OR OTHER
CONTRACT DOCUMENTS SHALL BE REQUESTED BY THE CONSTRUCTION MANAGER FROM THE DEAN
WITTER REYNOLDS INC. FACILITIES DEPARTMENT.
8. WITHIN ONE (1) WEEK OF BEING AWARDED THE CONTRACT THE CONSTRUCTION MANACER SHALL
PREPARE AND SUBMIT TO THE DEAN WITTER REYNOLDS INC. FACILITIES DEPARTMENT A
CONSTRUCTION SCHEDULE INCLUDING A FLOOR READY DATE FOR THE INSTALLATION OF
COMMUNICATIONS CABLE AND ANY OTHER EQUIPMENT, WIRING, OR CABLING NOTED IN;THE
CONTRACT DOCUMENTS. DATES SHALL BE INDICTED FOR SUBMISSION OF SHOP DRAWINGS
ALLOWING A MINIMUM OF FIVE (5) WORKING DAYS FOR THE FACILITIES DEPARTMENT'S REVIEW OF
EACH SUBMISSION. SCHEDULE SHALL INCLUDE ANTICIPATED DELIVERY DATES OF ALL MATERIALS
OTHER THAN STANDARD AND READILY AVAILABLE BUILDING MATERIALS.
9. THE CONTRUCTION MANAGER SHALL BE ANSWERABLE TO THE DEAN WITTER REYNOLDS INC. FACILITIES
DEPARTMENT FOR HIS WORK AND SHALL NOT ACCEPT INSTRUCTION FROM LOCAL DEAN WITTER
REYNOLDS INC. PERSONNEL WITHOUT VERIFICATION FROM THE FACILITIES DEPARTMENT. -
CONTRACTOR WILL BE LIABLE FOR ANY EXPENSE CAUSED BY THE EXECUTION OF SUCH WORK
WITHOUT SUCH VERIFICATION AND FOR THE EXPENSES CAUSED BY ITS REMOVAL OR CORRECTION.
10. A REPRESENTATIVE OF THE CONSTRUCTION MANAGER AUTHORIZED TO DISCUSS THE WORK AND
RECEIVE INSTRUCTIONS FROM DEAN WITTER REYNOLDS INC. FACILITIES DEPARTMENT SHALL BE AT
THE JOB SITE AT ALL TIMES THAT WORK IS IN PROGRESS. C/M SHALL MAINTAIN A PHONE
AT THE JOB SITE.
11. CONSTRUCTION MANAGER SHALL SUBMIT SHOP DRAWINGS FOR MISCELLANEOUS STEEL WORK, MOVABLE
PARTITION WORK, ALL WOODWORK, DOORS, FRAMES, HARDWARE, FINISHES AND SUCH WORK AS
MAY BE SPECIFICALLY REQUESTED IN THE CONTRACT DOCUMENTS TO DEAN WITTER REYNOLDS
INC. FACILITIES DEPARTMENT FOR WRITTEN APPROVAL. SHOP DRAWINGS SHALL SHOW ALL
DIMENSIONS AND CONDITIONS AND SHALL BE SUBMITTED IN SEPIA FORM. WHEN THE FACILITIES
DEPARTMENT REQUIRES THE REVISION AND RESUBMITTAL OF SHOP DRAWINGS. SUCH
RESUBMITTAL SHALL OCCUR WITHIN ONE (1) WEEK OF NOTIFICATION OF SUCH REQUIREMENT.
12. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN AND IN ACCORDANCE WITH
THE BEST PRACTICES OF THE TRADES INVOLVED. CARE SHALL BE TAKEN TO ENSURE COMPLIANCE
WITH BUILDING REGULATIONS AND/OR GOVERNMENTAL LAWS, STATUTES, OR ORDINANCE
CONCERNING THE USE OF UNION LABOR.
13. ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE HIGHEST QUALITY IN EVERY RESPECT UNLESS
OTHERWISE NOTED.
14. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE AND, IN PROPER
ALIGNMENT. ,
15. MANUFACTURED MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS UNLESS OTHERWISE NOTED.
16. WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF
GOVERNMENTAL AGENCIES HAVING JURISDICTION AND SHALL CONFORM TO ALL CITY, COUNTY,
STATE AND FEDERAL CONSTRUCTION, SAFETY, AND SANITARY LAWS, CODES, STATUTES, AND
ORDINANCES. ANY DISCREPANCIES, VARIATIONS, OR OMISSIONS IN THE CONTRACT DOCUMENTS
SHALL BE REPORTED PROMPTLY TO THE DEAN WITTER REYNOLDS INC. FACILITIES DEPARTMENT.
17. ALL FEES, TAXES, PERMITS, APPLICATIONS, AND CERTIFICATES OF INSPECTION AND THE FILING OF
ALL WORK WITH GOVERNMENTAL AGENCIES SHALL BE THE RESPONSIBILITY OF THE CONSTRUCTION MANAGER.
18. SHOULD DEAN WITTER REYNOLDS INC. REQUIRE WORK TO BE PERFORMED ON PREMIUM TIME ABOVE
AND BEYOND THAT IMPLIED BY THE CONTRACT DOCUMENTS, THE DEAN WITTER REYNOLQS INC.
FACILITIES DEPARTMENT SHALL GIVE WRITTEN NOTICE AND THE CONTRACTOR SHALL COMPLY
THEREWITH.
19. ALL INSTALLED PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT SHALL OPERATE AS
QUIETLY AND AS FREE OF VIBRATION AS POSSIBLE.
DIVISION 06: WOOD & PLASTIC
ROUGH CARPENTRY:
1. WORK INCLUDED:
A. WOOD FRAMING, NAILERS, FURRING, GROUNDS AND BLOCKING FOR INTERIOR WORK AS REQUIRED
FOR THE ATTACHMENT OF FINISH CARPENTRY ITEMS AND OTHER WORK.
B. WOOD BLOCKING WITHIN METAL STUD WALLS AND PARTITIONS.
C. NAILS, BOLTS, AND FASTENERS FOR SECURING ITEMS OF ROUGH CARPENTRY.
D. ALL OTHER ROUGH CARPENTRY ITEMS AS REQUIRED TO COMPLETE THE WORK OF THE CONTRACT
NOT OTHERWISE SPECIFIED TO BE FURNISHED AND INSTALLED UNDER OTHER TRADE SECTIONS OF
THESE SPECIFICATIONS.
2. QUALITY ASSURANCE
A. ROUGH CARPENTRY LUMBER SHALL HAVE A VISIBLE GRADE STAMP OF AN AGENCY CERTIFIED BY
THE NATIONAL FOREST PRODUCTS ASSOCIATION (NFPA).
B. REFERENCE STANDARDS:
a. PS 1 - US PRODUCT STANDARD, CONSTRUCTION AND INDUSTRIAL PLYWOOD
b. PS 20 - US PRODUCT STANDARD, AMERICAN SOFTWOOD LUMBER
c. NFPA - NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION
3. LUMBER
A. NOMINAL SIZES ARE INDICATED, EXCEPT AS SHOWN BY DETAIL DIMENSIONS. PROVIDE ACTUAL
SIZES AS REQUIRED BY PS 20, FOR THE MOISTURE CONTENT SPECIFIED FOR EACH USE. PROVIDE
DRESSED LUMBER, S4S, UNLESS OTHERWISE INDICATED.
B. FRAMING LUMBER SHALL BE NO. 2 GRADE FOR BETTER, HEMLOCK, HEMFIR, SPRUCE-PICE-FIR OR
OTHER SPECIES MEETING THE GRADING REQUIREMENTS AND ALLOWABLE STRESSES. LUMBER
SHALL BE KILN DRIED TO A MAXIMUM MOISTURE CONTENT OF 297, EXCEPT FOR THICKNESS' LESS
THAN 2" NOMINAL LIMIT TO 157o.
C. MISCELLANEOUS LUMBER: PROVIDE WOOD FOR SUPPORT OR ATTACHMENT OF OTHER WORK
INCLUDING BUCKS, NAILERS, BLOCKING, FURRING, GROUNDS, STRIPPING AND SIMILAR MEMBERS.
PROVIDE LUMBER OF SIZES SHOWN OR SPECIFIED, WORKED INTO SHAPES SHOWN. PROVIDE
CONSTRUCTION GRADE OR NO. 2 GRADE LUMBER WITH A 15% MAXIMUM MOISTURE CONTENT.
4. PLYWOOD
A. WHERE PLYWOOD WILL BE EXPOSED IN FINISHED WORK, PROVIDE MDO/EXT-APA PLYWOOD WITH
MEDIUM DENSITY OVERLAY FACE EXPOSED AND GRADE C CONCEALED,
B. WHERE PLYWOOD WILL BE CONCEALED BY OTHER WORK PROVIDE C -D PLUGGED/INT-APA
5. SCRIBE AND COPE AS REQUIRED FOR ACCURATE FIT OF CARPENTRY WORK WITH OTHER WORK.
6. ALL WOOD SHALL BE FIRE RETARDANT TREATED TO ACHIEVE A FLAME SPREAD RATING OF NOT
MORE THAN 25 (UL CLASS FR -S) WHEN TESTED WITH UL TEST 723 OR ASTM E84. PROVIDE UL
APPROVED IDENTIFICATION ON TREATED MATERIALS. DO NOT RIP -SAW OR PLANE SURFACES OF
FIRE RETARDANT TREATED WOOD.
ARCHITECTURAL WOODWORK:
1. WORK INCLUDES FINISH CARPENTRY ITEMS INCLUDING SHOP FABRICATED CABINET WORK
COMPLETE WITH REQUIRED HARDWARE AND ATTACHMENT ACCESSORIES AS SPECIFIED.
2. QUALITY ASSURANCE
A. FINISH CARPENTRY ITEMS SHALL CONFORM TO THE "QUALITY STANDARDS" OF THE
ARCHITECTURAL WOODWORK INSTITUTE (AIM). ANY REFERENCE TO PREMIUM, CUSTOM, OR
ECONOMY GRADES IN THIS SPECIFICATION SHALL BE DEFINED BY THE "QUALITY STANDARDS". ANY
ITEM NOT GIVEN A SPECIFIC GRADE SHALL BE CUSTOM GRADE.
B. THE WOODWORK MANUFACTURER SHALL HAVE SATISFACTORILY COMPLETED COMPARABLE WORK
ON TIME. THE FACILITIES DEPARTMENT RESERVES THE RIGHT TO APPROVE THE WOODWORK
MANUFACTURER SELECTED TO FURNISH ALL OF THE WOODWORK.
C. LUMBER AND PLYWOOD SHALL BE IDENTIFIED BY AN OFFICIAL GRADE MARK EXCEPT WHERE THE
GRADE MARK WILL INTERFERE WITH NATURAL FINISH. IN SUCH CASES THE MATERIAL SHALL BE
ACCOMPANIED BY A CERTIFICATE OF INSPECTION ISSUED BY AN ACCEPTABLE LUMBER GRADING OR
INSPECTION AGENCY. PLYWOOD SHALL BEAR THE APA GRADE TRADEMARK OF THE AMERICAN
PLYWOOD ASSOCIATION.
D. NOMINAL LUMBER DIMENSIONS SHALL CONFORM TO THE MINIMUM ESTABLISHED BY THE
AMERICAN LUMBER STANDARD OF THE U.S. DEPARTMENT OF COMMERCE.
E. REFERENCE STANDARDS:
a. PS 1-74 U.S. PRODUCT STANDARD FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD.
b. PS 20-7 AMERICAN SOFTWOOD LUMBER STANDARD.
3. LUMBER PRODUCTS
A. SOFTWOOD LUMBER SHALL CONFORM TO PS 20 AND GRADED IN ACCORDANCE WITH THE
REQUIREMENTS OF AN; MAXIMUM MOISTURE CONTENT OF 5-10%. PAINTED FINISH LUMBER SHALL BE
PONDEROSA PINE, SUGAR PINE, OR NORTHERN WHITE PINE; CUSTOM GRADE.
B. HARDWOOD LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE REQUIREMENTS OF AN;
MAXIMUM MOISTURE CONTENT OF 5-10%. RAILINGS, SHELVES, TRIM, BASE, COUNTERS AND ALL ITEMS
INDICATED AS HARDWOOD SHALL BE PLAIN SAWN PREMIUM GRADE.
4. SHEET MATERIALS
A. DOUGLAS FIR PLYWOOD SHALL BE GRADED N ACCORDANCE WITH AN WITH A CORE MATERIAL THE
SAME AS VENEER OF THE FOLLOWING GRADES AND EVENTUAL FINISHES:
a. ALL PLYWOOD TO BE PAINTED SHALL BE CUSTOM GRADE. SHELVING SHALL HAVE SOLID
LUMBER EDGE BANDS GLUED AND NAILED AND OF THE SPECIES AND FINISH INDICATED.
b. ALL SHELVING AND CASEWORK TO RECEIVE PLASTIC LNINATE SHALL BE ECONOMY GRADE.
B. VENEERED PLYWOOD SHALL CONFORM TO PS 51 FOR HARDWOOD PLYWOOD AND GRADED IN
ACCORDANCE WITH AN. VENEER SWILL BE PLAN SLICED ROTARY SLICED OF THE SPECIES
INDICATED, PREMIUM GRADE. CORE SHALL BE VENEER CORE OR PARTICLEBOARD CORE.
5. FINISH MATERIALS
PLASTIC LAMINATE SHALL BE SOLID COLOR OF THE FOLLOWING THICKNESS';
A FOR COUNTERTOPS .055"
B. FOR VERTICAL SURFACES OF CABINETS .028"
C. FOR BALANCING SHEETS & CABINET LINERS .020"
ADHESIVE SHALL BE EXTERIOR GRADE PHENOLIC RESIN TYPE.
6. UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS HARDWARE SHALL BE AS FOLLOWS:
A. PILASTER STANDARDS AND RESTS SHALL BE EQUAL TO KNAPE & VOGT NO. 255/25.
B. SHELF STANDARDS AND BRACKETS SHALL BE EQUAL TO KNAPE & VOGT NO. 80/100
C. DRAWER SLIDES SHALL BE EQUAL TO GRANT NO. 24; NYLON BALL BEARING SLIDES; LOAD CAPACITY
50 POUNDS PER PAIR.
D. DOOR HINGES SHALL BE EQUAL TO STANLEY NO. 1511; SELF CLOSING CONCEALED CASEWORK
HINGES 175 DEG. OPENING; TWO (2) PER DOOR.
E. DOOR AND DRAWER PULLS SHALL BE EQUAL TO STANLEY NO. 4483; 3" WIRE PULL TYPE.
7. NAILS, SCREWS, STEEL CLIPS AND OTHER ATTACHMENT HARDWARE SHALL BE OF THE TYPE AND
SIZE TO SECURELY SUPPORT AND MAINTAIN THE INTEGRITY OF THE MILLWORK, CASEWORK OR
TRIM.
8. WORKMANSHIP
A. CASEWORK, COUNTERS, AND MILLWORK FINISH AND TRIM SHALL CONFORM TO DESIGN AND DETAIL
AS SHOWN. WHERE PRACTICABLE WORK SHALL BE FINISFIED AND ASSEMBLED IN THE WORKSHOP.
B. CASEWORK AND MILLWORK FINISH AND TRIM SHALL BE FINISHED SMOOTH AND FREE FROM
MACHINE OR TOOL MARKS THAT WILL SHOW THROUGH THE FINISH. NAILS USED TO FASTEN WORK
REQUIRING FIELD FINISHING SHALL BE COUNTERSUNK WITH A SET PUNCH TO RECEIVE FILLER.
EACH PIECE REQUIRING FACE NAILING SHALL BE DOUBLE-SPACED NAILED, WITH NAILS SPACED NOT
MORE THAN i" APART. AS FAR AS PRACTICABLE. INTERIOR FINISH WORK SHALL BE BLIND -NAILED
WHEREVER POSSIBLE.
C. ALL JOINTS SHALL BE TAPERED AND FORMED TO CONCEAL SHRINKAGE. MITERS 4" OR MORE FROM
HEEL TO POINT SHALL BE GLUED AND LOCKED. DOWELS, SPLINES, AND TENDONS SHALL BE MADE
TO A DRIVING FIT. ALL JOINTING SHALL BE MADE IN ACCORDANCE WITH THE RECOGNIZED QUALITY
STANDARDS AND AS APPROVED BY THE ARCHITECTURE DEPARTMENT FOR APPEARANCE. ALL BUTT
JOINTS SHALL BE ATTACHED TO BLOCKING.
D. WHERE SECTIONS OF MILLWORK ARE JOINED TOGETHER INCLUDING SECTIONS OF FRAMING THEY
SHALL BE SECURED WITH WOOD SCREWS. NAILING WILL NOT BE PERMITTED. WHERE MILLWORK IS
SECURED TO WOOD GROUNDS DURING INSTALLATION WOOD SCREWS SHALL BE USED.
E. INSTALL HARDWARE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
F. APPLY PLASTIC LAMINATE FINISHES WHERE INDICATED. ADHERE OVER ENTIRE SURFACE. MAKE
JOINTS AND CORNERS HAIRLINE. MATCH PATTERNS, CAP EXPOSED EDGES WITH PLASTIC LAMINATE
OF SAME FINISH AND PATTERN. APPLY LAMINATE BACKING ON REVERSE SIDE OF PLASTIC
LAMINATE FINISHED SURFACES.
DIVISION 08:
STOCK HOLLOW METAL DOORS:
1. WORK INCLUDED:
A. HOLLOW METAL WORK AS INDICATED ON DRAWINGS & SCHEDULES INCLUDING CUSTOM HOLLOW
METAL DOORS & CUSTOM PRESSED STEEL FRAMES FOR DOORS & SIDELIGHTS.
B. FINISH HARDWARE INSTALLATION.
2. QUALITY ASSURANCE:
A. PROVIDE HOLLOW METAL WORK MANUFACTURED BY A SINGLE FIRM SPECIALIZING IN THIS TYPE OF
WORK. SUBMIT SHOP DRAWINGS FOR FABRICATION & INSTALLATION.
B. WHERE FIRE -RATED DOOR ASSEMBLIES ARE INDICATED OR REQUIRED, PROVIDE DOOR Sc FRAME
ASSEMBLIES THAT COMPLY WITH THE NATIONAL FIRE PROTECTION ASSOCIATION.
C. REFERENCE STANDARDS:
o. 'NFPA 80 Sc 101 - NATIONAL FIRE PROTECTION ASSOCIATION.
b. ANSI A115 & A123.1 - AMERICAN NATONAL STANDARDS INSTITUTE.
c. ASTM A3 -A38, & E152 - AMERICAN SOCIETY FOR TESTING AND MATERIALS.
3. MATERIALS:
A. HOTL ROLLED STEEL SHEETS & STRIP: COMMERCIAL QUALITY CARBON STEEL, PICKLED Sc OILED,
COMPLYING WITH ASTM A568 & ASTM A569.
B. COLD -ROLLED STEEL SHEETS: COMMERCIAL QUALITY -CARBON STEEL, COMPLYING WITH ASTM A568
& ASTM A569.
C. SUPPORTS & ANCHORS: FABRICATE OF NOT LESS THAN 1 -GAUGE SHEET METAL.
D. SHOP APPLIED PAINT: RUST -INHIBITIVE ENAMEL OR PAINT, EITHER AIR -DRYING OR BAKING,
SUITABLE AS A BASE FOR SPECIFIED FINISH PAINTS.
4. FABRICATION, GENERAL:
A. FABRICATE HOLLOW METAL UNITS TO BE RIGID, NEAT IN APPEARANCE, AND FREE FROM DEFECTS,
WARP, OR BUCKLE. ACCURATELY FORM METAL TO REQUIRED SIZES AND PROFILES. WHEREVER
PRACTICABLE, FIT & ASSEMBLE UNITS IN THE MANUFACTURER'S PLANT. CLEARLY IDENTIFY WORK
THAT CANNOT BE PERMANENTLY FACTORY ASSEMBLED BEFORE SHIPMENT, TO ASSURE PROPER
ASSEMBLY AT PROJECT SITE. WELD EXPOSED JOINTS CONTINUOUSLY; GRIND, DRESS & MAKE
SMOOTH, FLUSH & INVISIBLE. METALLIC FILLER TO CONCEAL MANUFACTURING DEFECTS IS NOT
ACCEPTABLE. MINIMUM 18 -GAUGE FACE SHEETS. UNLESS OTHERWISE INDICATED, PROVIDE
COUNTERSUNK FLAT PHILLIPS OR JACKSON HEADS FOR EXPOSED SCREWS & BOLTS.
B. PREPARE HOLLOW METAL UNITS TO RECEIVE MORTISED & CONCEALED FINISH HARDWARE,
INCLUDING CUTOUTS, REINFORCING, DRILLING & TAPPING IN ACCORDANCE WITH FINAL FINISH
HARDWARE SCHEDULE & TEMPLATES PROVIDED BY HARDWARE SUPPLIERS. COMPLY WITH
APPLICABLE REQUIREMENTS OF ANSI A115 SERIES SPECIFICATIONS FOR DOOR & FRAME
PREPARATION FOR HARDWARE. REINFORCE HOLLOW METAL UNITS TO RECEIVE SURFACE -APPLIED
HARDWARE. DRILLING & TAPPING FOR SURFACE -APPLIED FINISH HARDWARE MAY BE DONE AT
PROJECT SITE. LOCATE FINISH HARDWARE AS SHOWN ON FINAL SHOP DRAWINGS, OR IF NOT SHOWN,
IN ACCORDANCE WITH "RECOMMENDED LOCATIONS FOR BUILDING'S HARDWARE FOR CUSTOM
STEEL DOORS & FRAMES". PUBLISHED BY DOOR AND HARDWARE INSTITUTE.
5. DOORS:
A. FLUSH DESIGN DOORS, 1-3/4" THICK, SEAMLESS HOLLOW CONSTRUCTION, BEVEL BOTH VERTICAL
EDGES 1/8" IN 2". PROVIDE FILLER OF FILLERBOARD, MINERAL -WOOL BOARD, OR OTHER INSULATING
MATERIAL SOLIDLY PACKED FULL DOOR HEIGHT TO FILL VOIDS BETWEEN INNER CORE
REINFORCING MEMBERS. REINFORCE DOORS WITH 1/16" GAGE TUBULAR STEEL FRAMES WELDED TO
OUTER SHEETS.
B. PREPARE DOORS TO RECEIVE HARDWARE.
6. FRAMIiS:
A. FULL -WELDED UNIT CONSTRUCTION, WITH CORNERS MITERED, REINFORCED, 1 GAGE FOR OPENINGS
UP TQ 4'-0" WIDE, 18 GAGE FOR LARGER OPENINGS. FRAMES TO BE 2" WIDE UNLESS OTHERWISE
NOTED.
B. PREPARE FRAMES TO RECEIVE HARDWARE.
7. FINISHES:
A. PRE -CLEAN & SHOP PRIME EACH DOOR & FRAME FOR FINISH PAINTING, (TO BE PERFORMED AT JOB
SITE). SEE FINISH PLAN FOR SCHEDULE.
8. INSTALL HOLLOW METAL DOORS AND DOOR & SIDELIGHT FRAME ASSEMBLIES (WHERE
APPLICABLE) PLUMB AND SQUARE AND WITH A MAXIMUM DIAGONAL DISTORTION OF 1/16", FIT
DOORS INTO FRAMES WITH 1/8" SPACE AT HEAD AND JAMBS, AND 1/2" AT BOTTOM OR AS REQUIRED
FOR SADDLE OR THRESHOLD ON SPECIFIC DOORS. PLACE FIRE DOORS WITH CLEARANCES AS
SPECIFIED IN NFPA STANDARD #80. ALL HARDWARE RE -ENFORCEMENT IS 12 GAUGE, HINGE RE -
ENFORCEMENT IS 7 GAUGE.
•
WOOD DOORS:
DOORS & WINDOWS
1. WORK *INCLUDED
A. STANDARD TYPE WOOD DOORS AS PER DOOR SCHEDULE AND DETAILS, INCLUDING THE REWORKING
OF EXISTING DOORS IF REQUIRED. NOTE REQUIREMENTS FOR FIRE RATED DOORS.
B. INSTALLATION OF DOOR HARDWARE.
2. FLUSH FACED DOORS SHALL BE SOLID CORE, PARTICLE BOARD CORE, 1-3/4" THICK. CORE
CONSTRUCTION SHALL CONSIST OF LOW DENSITY WOOD BLOCKS BONDED WITH WATER RESISTANT
ADHESIVE UNDER HEAT AND PRESSURE AND FITTED WITH 1-1/8" TOP AND BOTTOM RAILS AND 3/4"
SIDE RAILS. HARDWOOD CROSS BANDS AND FACE VENEER SHALL BE BONDED TO THE CORE WITH
EXTERIOR RESIN GLUE. THE FACE VENEER SHALL BE PREMIUM GRADE IN ACCORDANCE WITH AN
AND OF THE SPECIES INDICATED IN THE DRAWINGS. RAILS SHALL MATCH FACE VENEER.
3. FABRICATION
A. FABRICATE DOORS IN ACCORDANCE WITH THE REQUIREMENTS OF THE AN "QUALITY STANDARDS".
B. BEVEL STRIKE EDGE OF SINGLE ACTING DOORS 1/8" IN 2".
C. PREPARE DOORS TO RECEIVE HARDWARE.
4. INSTALL WOOD DOORS PLUMB AND SQUARE AND WITH A MAXIMUM DIAGONAL DISTORTION OF
1/16". FIT DOORS INTO FRAMES WITH 1/8" SPACE AT HEAD AND JAMBS AND 1/2" AT BOTTOM OR AS
REQUIRFD FOR SADDLE OR THRESHOLD ON SPECIFIC DOORS.
FINISH HARDWARE:
1. FURNISH ALL MATERIALS AND TECHNICAL SERVICES REQUIRED FOR A COMPLETE INSTALLATION OF
FINISH HARDWARE AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. HARDWARE SPECIFIED
FOR ITEMS SPECIFIED UNDER OTHER SECTIONS ARE NOT CONSIDERED AS PART OF THE FINISH
HARDWARE UNLESS SPECIFICALLY MENTIONED.
2. SUBMIT A COMPLETE DETAILED HARDWARE SCHEDULE SUFFICIENTLY IN ADVANCE TO ASSURE
PROPER PREPARATION AND COORDINATION OF OTHER WORK. REVIEW AND ACCEPTANCE BY THE
FACILITIES DEPARTMENT DOES NOT RELIEVE THE CONTRACTOR OF HIS EXCLUSIVE RESPONSIBILITY
TO FULFILL THE REQUIREMENTS AS SHOWN AND SPECIFIED. WHEREVER NEEDED FURNISH
TEMPLATES TO FABRICATORS OF OTHER WORK WHICH IS TO RECEIVE FINISH HARDWARE.
3. QUALITY ASSURANCE
A. ACCEPTABILITY OF SUBSTITUTE ITEMS SHALL BE DETERMINED BY THE FACILITIES DEPARTMENT ON
THE BASIS OF DESIGN, MATERIAL, AND FINISH.
B. PROVIDE HARDWARE FOR FIRE RATED OPENINGS IN ACCORDANCE WITH STANDARD NO. 80 OF THE
NATIONAL FIRE PROTECTION ASSOCIATION AND WHICH HAS BEEN UL TESTED FOR THE TYPES AND
SIZES OF THE DOORS REQUIRED.
C. MANUFACTURE HARDWARE TO CONFORM WITH PUBLISHED TEMPLATES, GENERALLY PREPARED FOR
MACHINE SCREW INSTALLATION.
D. THE HARDWARE SUPPLIER SHALL BE RECOGNIZED BUILDERS' HARDWARE SUPPLIER WHO HAS
FURNISHED HARDWARE IN THE PROJECT'S VICINITY FOR A PERIOD OF NOT LESS THAN TWO (2)
YEARS, AND WHO IS, OR EMPLOYS, AN EXPERIENCED, CERTIFIED (AHC) ARCHITECTURAL
HARDWARE CONSULTANT.
4. COORDINATE HARDWARE WITH OTHER WORK. TAG EACH ITEM OR PACKAGE SEPARATELY,
WITH IDENTIFICATION RELATED TO THE FINAL HARDWARE SCHEDULE, AND INCLUDE BASIC
INSTALLATION INSTRUCTIONS IN THE PACKAGE.
5. FURNISH A COMPLETE SET OF SPECIALIZED TOOLS AS NEEDED FOR THE CONTINUED ADJUSTMENT,
MAINTENANCE, REMOVAL, AND REPLACEMENT OF HARDWARE.
6. HARDWARE SUPPLIER SHALL LABEL EACH CARTON OR CONTAINER TO IDENTIFY CLEARLY THE
HARDWARE GROUP, DOOR NUMBER, DOOR LOCATION, PRODUCT NUMBER AND HANDEDNESS OF
DOOR.
7. THE FACILITIES DEPARTMENT SHALL PROVIDE DYEING INSTRUCTIONS FOR FINALIZED KEYING.
8. PROVIDE KEYS OF NICKEL SILVER ONLY.
9. FURNISH TWO (2) COPIES OF WRITTEN WARRANTIES FOR FAILURE OF ANY HARDWARE PART FOR TWO
(2) YEARS AND THE MECHANICAL FAILURE OF DOOR CLOSERS FOR FIVE (5) YEARS.
GLASS AND GLAZING:
1. WORK INCLUDES GLASS AND GLAZING AS SHOWN ON THE DRAWINGS AND INCLUDES GLAZING,
PLASTICS AS NEEDED.
2. SUBMIT TWO (2) SIX INCH (") SQUARE SAMPLES TO THE FACILITIES DEPARTMENT. SAMPLES WILL BE
REVIEWED FOR APPEARANCE ONLY.
3. ALL WORK SHALL CONFORM TO THE FIAT GLASS MARKETING ASSOCIATION "GLAZING MANUAL"
AND "SEALANT MANUAL".
4. THE GLAZIER SHALL HAVE HAD FIVE (5) YEARS OR MORE OF SUCCESSFUL EXPERIENCE IN GLAZING
WORK SIMILAR IN NATURE TO THE REQUIRED WORK.
5. GLAZING ACCESSORIES:
A. SETTING BLOCKS SHALL BE NEOPRENE WITH AN 80 TO 90 SHORE A DUROMETER HARDNESS, NOT LESS
THAN 4" IN LENGTH AND 1/4" THICK.
B. EDGE BLOCKS SHALL BE NEOPRENE WITH A 0 TO 70 SHORE A DUROMETER HARDNESS, NOT LESS
THAN 4" IN LENGTH AND 1/8" THICK.
C. PRESHIMMED TAPE SHALL BE FORMULATED FROM 100 PERCENT SOLIDS, COMBINING BUTYL RUBBER
AND POLYISOBUTYLENE, WITH A 45 TO 55 SHORE A DUROMETER HARDNESS, CONTINUOUS SHIM.
SIZE AND THICKNESS SHALL BE AS REQUIRED FOR THE THICKNESS OF GLASS BEING INSTALLED.
D. LATERAL SHIMS SHALL BE A CONTINUOUS NEOPRENE SPACER SHIM WITH A 40 TO 60 SHORE A
DUROMETER HARDNESS.
E. CAP BEAD SHALL BE A CURING TYPE, GUN GRADE, TWO PART, NON -SAG POLYURETHANE OR
POLYSULFIDE SEALANT. "
•4
Duke
REALTY CORPORATION
600 East 96th Street
Suite 100
Indianapolis, IN 46240
Phone: (317) 808-6000
Fax: (317) 808-6797
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Indianapolis, Indiana 46240
317.848.7800
FAX 317.574.0957 @Copyright 2001
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Certified By:
Drawing Number:
3A1Q1
Of Sheets
Duke Job Number:
A/E Job Number:
22061
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DIVISION 09: FINISHES
GYPSUM WALLBOARD SYSTEM: ACOUSTICAL TREATMENT: CARPETING: WALL COVERING:
1. WORK INCLUDED:
A. REGULAR AND FIRE RATED GYPSUM BOARD FOR WALLS AND CEILINGS.
B. METAL STUD FRAMING FOR THE ATTACHMENT OF GYPSUM BOARD.
C. ACOUSTICAL INSULATION AND SEALANT.
D. TAPED AND SANDED JOINT TREATMENT.
2. MATERIALS
A. ACCESSORIES, JOINT TREATMENT MATERIALS, FASTENERS, AND TEXTURED FINISH MATERIALS
SHALL BE MANUFACTURED BY OR APPROVED BY THE WALLBOARD MANUFACTURER.
B. GYPSUM DRYWALL PRODUCTS SHALL BE MANUFACTURED BY ONE OF THE FOLLOWING OR EQUAL:
a. UNITED STATES GYPSUM COMPANY
b. NATIONAL GYPSUM COMPANY
c. THE FLINTKOTE COMPANY
C. WHERE A PARTICULAR MANUFACTURER'S MODEL NUMBER IS REFERENCED IT IS USED TO INDICATE
A TYPE OR STYLE OF PRODUCT REQUIRED AND IS NOT INTENDED TO INDICATE A PREFERENCE NOR
LIMIT COMPETITION. i
3. METAL FRAMING MATERIALS:
A. STUDS SHALL BE SCREW TYPE CEE-SHAPED 25 GAUGE, GALVANIZED STEEL STUDS, IN CONFORMANCE
WITH ASTM C645 AND INSTALLED IN CONFORMANCE WITH ASTM C754. AT LEAST TWO (2) HOLES
APPROXIMATELY 1-1/2" BY 1-3/4" SHALL BE PUNCHED WITHIN 18" OF EACH END OF EACH- STUD (4
HOLES PER STUD). STUD SIZES SHALL BE AS INDICATED ON DRAWINGS.
B. RUNNERS SHALL BE SIZE AND GAUGE TO MATCH STUDS. "
4. GYPSUM WALLBOARD
STANDARD GYPSUM BOARD SHALL BE OF THE THICKNESS INDICATED ON THE DRAWINGS, 48 INCHES
WIDE WITH TAPERED EDGES; MAXIMUM PERMISSIBLE LENGTH WITH ENDS SQUARE CUT;
CONFORMING TO ASTM C36.
FIRE RATED GYPSUM BOARD SHALL BE UL RATED AND OF THE THICKNESS INDICATED; MAXIMUM
PERMISSIBLE LENGTH WITH ENDS SQUARE CUT, TAPERED EDGES; CONFORMING TO ASTN C36 TYPE X.
5. ACCESSORIES
A. GYPSUM WALLBOARD ACCESSORIES TO BE IN ACCORDANCE WITH GA216.
B. CORNER BEADS SHALL BE 1-1/8" BY 1-1/8" GALVANIZED STEEL WITH PERFORATED FLANGES FOR ALL
OUTSIDE CORNERS SUITABLE FOR FINISHING WITH JOINT COMPOUND.
C. EDGE TRIM OR "CASING" BEAD SHALL BE "LC" TYPE BEAD OR US GYPSUM NO. 200-A GALVANIZED
STEEL, SIZES AS REQUIRED FOR GYPSUM BOARD THICKNESS. FOR USE WHERE WALLBOARD OCCURS
SUITABLE FOR FINISHING WITH JOINT COMPOUND.
D. TAPE SHALL BE STANDARD REINFORCED TAPE FOR ALL GYPSUM BOARD APPLICATIONS AS
RECOMMENDED BY THE WALLBOARD MANUFACTURER.
E. JOINT COMPOUND SHALL BE READY MIX TYPE AS RECOMMENDED BY THE WALLBOARD
MANUFACTURER.
F. WATER SHALL BE CLEAN, FRESH AND SUITABLE FOR CONSUMPTION.
G. ACOUSTICAL SEALANT SHALL BE ONE PART ACRYLIC LATEX SEALANT (NON -SAG) CONFORMING
WITH ASTM C834.
H. ACOUSTICAL INSULATION AND INSULATION IN FIRE RATED PARTITIONS SHALL BE PRE -FORMED
MINERAL WOOL CONFORMING TO FEDERAL SPECIFICATION HH -1-521E; FRICTION FIT TYPE WITHOUT
INTEGRAL BARRIER; THICKNESS AS INDICATED ON DRAWINGS.
6. SCREWS FOR ATTACHMENT OF GYPSUM BOARD TO LIGHT GAUGE STEEL STUDS AND METAL FURRING
SHALL BE TYPE S SELF DRILLING PHILLIPS HEAD DRYWALL SCREWS CONFORMING TO ASTM C646.
7. INSTALL GYPSUM BOARD IN ACCORDANCE WITH RECOMMENDATIONS OF GA -216, AND THE
MANUFACTURER'S PRINTED INSTRUCTIONS. ALL FIRE RATED PARTITIONS SHALL CONFORM TO THE
REQUIREMENTS FOR THE FIRE RATED DESIGNS AND HOURLY RATINGS INDICATED ON THE
DRAWINGS.
8. PLACE CORNER BEADS AT EXTERNAL CORNERS USING THE LONGEST PRACTICAL LENGTHS. PLACE
EDGE TRIM WHERE GYPSUM BOARD BUTTS AGAINST A DISSIMILAR MATERIAL OR TERMINATES WITH
AN EXPOSED EDGE. USE SCREWS TO ATTACH ALL ACCESSORIES.
9. TAPING AND FINISHING SHALL BE PERFORMED USING PROPER HAND TOOLS SUCH AS BROAD KNIVES
AND TROWELS WITH STRAIGHT AND TRUE EDGES OR MECHANICAL TOOLS DESIGNED FOR THIS .
PURPOSE. USE THREE COATS OVER TAPE, FASTENERS AND TRIM SANDING BETWEEN COATS FOR A
FLAT AND SMOOTH FINAL FINISH.
QUARRY TILE:
1. WORK INCLUDES SUSPENDED ACOUSTICAL CEILING SYSTEMS.
2. FURNISH ACOUSTICAL CEILING TILES FOR MAINTENANCE PURPOSES, A QUANTITY EQUAL TO ONE
PACKAGE OF TYPE AND SIZE SPECIFIED. MAINTENANCE MATERIALS SHALL BE DELIVERED IN
MANUFACTURER'S ORIGINAL UNOPENED CARTONS WITH LABELS INTACT AND LABELED AS
"MAINTENANCE STOCK". SUCH MATERIALS SHALL BE STORED WHERE DIRECTED BY THE FACILITIES
DEPARTMENT.
3. MATERIALS:
A. ACOUSTICAL TILES SHALL BE AS INDICATED ON THE REFLECTED CEILING PLAN.
B. SUSPENDED CEILING SYSTEMS SHALL BE AS INDICATED ON THE REFLECTED CEILING PLAN.
C. PERIMETER MOLDING SHALL BE .025 INCH THICK STEEL WITH 15/16" BOTTOM LEG HAVING HEMMED
EDGES FOR STIFFNESS AND APPEARANCE.
D. EXPOSED PORTIONS SHALL BE WHITE TO MATCH CEILING TILES UNLESS OTHERWISE NOTED.
E. HANGER WIRES SHALL BE GALVANIZED CARBON STEEL ASTM A641, SOFT, TEMPER, PRESTRETCHED,
YIELD STRESS LOAD OF AT LEAST THREE TIMES DESIGN LOAD, BUT NOT LESS THAN 12 GAUGE.
F. USE APPLICABLE TYPE HANGER ATTACHMENTS ADAPTABLE TO THE OVERHEAD STRUCTURE.
4. COORDINATE ACOUSTICAL CEILING WORK WITH THAT OF OTHER TRADES. READJUST CEILING
SUSPENSION AFTER INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT AND FIXTURES
BY THE REPRESENTATIVE TRADES. PROVIDE EDGE TRIM AS REQUIRED AT MECHANICAL OR
ELECTRICAL WORK.
5. AFTER INSTALLATION ALL CEILINGS SHALL BE THOROUGHLY CLEANED AND LEFT FREE FROM ALL
DEFECTS. UNITS WHICH ARE DAMAGED OR IMPROPERLY APPLIED SHALL BE REMOVED AND
REPLACED.
6. AFTER ALIGNING SUSPENSION MEMBERS TO TRUE PLANE, SET ACOUSTICAL PANELS INTO POSITION
IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. INSTALL ACOUSTICAL PANELS
FLUSH AND LEVEL, WITH ALL JOINTS IN ALIGNMENT. MAINTAIN DIRECTION OF PATTERN IN ANY
SINGLE ROOM OR AREA. MAINTAIN DIRECTION OF MILL RUN CONTINUOUSLY OVER ENTIRE CEILING
AREA WITH EQUAL WIDTH BORDERS ALONG OPPOSITE WALLS.
7. AFTER LIGHTING FIXTURES AND MECHANICAL ITEMS HAVE BEEN INSTALLED THE CEILING SYSTEMS
SHALL BE ADJUSTED IN REQUIRED TO BRING FINISH CEILING TO A LEVEL WITH A MAXIMUM
DEFLECTION OF NOT MORE THAN 1/360TH OF THE HANGER SPACING. ENTIRE CEILING SHALL BE FLAT
AND LEVEL TO WITHIN 1/8" IN 10 FEET.
RESILIENT FLOORING:
1. WORK INCLUDED:
A. PREPARATION OF SUBSTRATE SURFACES.
B. APPLICATION OF VINYL TILE.
C. APPLICATION OF BASE, REDUCER STRIPS AND ACCESSORIES.
2. DELIVER 25 SQUARE FEET OF EACH COLOR AND PATTERN OF FLOOR MATERIAL FOR MAINTENANCE
STOCK.
3. VINYL TILE SHALL CONFORM TO FEDERAL SPECIFICATION SS-T-312B(D) TYPE IV COMPOSITION 1,
VINYL COMPOSITION (NON -ASBESTOS) 12 INCH BY 12 INCH 1/8 INCH GAUGE. TILE SHALL BE AS
INDICATED ON THE FINISH PLAN, SHEET A-4.
4. RUBBER BASE SHALL BE ROPE RIBBED BACK, .080 INCH GAUGE THICK, ROUNDED TOP; OR EQUAL; IN
THE COLOR INDICATED ON THE FINISH PLAN, SHEET A-4. ALL BASES SHALL BE FOUR INCHES HIGH
UNLESS OTHERWISE NOTED. BASE FOR USE WITH RESILIENT FLOORING SHALL BE TOPSET TYPE
COVE BASE. BASE TO BE INSTALLED WHERE CARPET FLOOR FINISH IS INDICATED SHALL BE TOELESS
TYPE STRAIGHT BASE. ALL BASE SHALL HAVE PREMOLDED INTERIOR AND EXTERIOR CORNERS.
5. REDUCER STRIPS SHALL BE PURE VINYL OF THICKNESS AS REQUIRED TO FORM A SMOOTH
TRANSITION BETWEEN FLOOR THICKNESS'.
6. SUB -FLOOR FILLER SHALL BE WHITE PREMIX LATEX MIXED WITH WATER TO PRODUCE A
CEMENTITIOUS PASTE.
7. PRIMERS AND ADHESIVES SHALL BE WATERPROOF OF TYPES RECOMMENDED BY RESILIENT
FLOORING MANUFACTURER FOR SPECIFIC MATERIAL.
A. PROVIDE MATCHED BLOCKS FROM A GLE
QUANTITY OF STONE REQUIRED. E EXTRACT BLOCKS FROM A SINGLE BED OF QUARRY STRATUM,
UNLESS STONES FROM RANDOMLY SELECTED BLOCKS ARE ACCEPTABLE TO THE ARCHITECT FOR
AESTHETIC EFFECT. ALL STONE IS TO BE SHOP -CUT TO SIZE AND DETAILS SHOWN.
B. ALL MORTAR ADDITIVES SHALL BE NON-TOXIC, NON-FLAMMABLE, AND NON -HAZARDOUS DURING
STORAGE, MIXING, APPLICATION AND WHEN CURING. THE FINISHED MORTAR AND GROUT SHALL BE
RESISTANT TO URINE, DILUTE ACID, DILUTE ALKALI, SUGAR, BRINE AND FOOD WASTE PRODUCTS.
ALL MORTAR ADDITIVES AND EPDXY ADHESIVES SHALL BE COMPATIBLE AND FROM ONE
MANUFACTURER. BEDDING AND GROUTING MORTARS SHALL BE WEATHER, FROST, SHOCK AND
CHEMICAL RESISTANT AND SHALL MEET THE HIGHEST PHYSICAL REQUIREMENTS.
C. AT FLOORS, PROVIDE MARBLE TILES, SQUARE EDGE, NOMINAL 12" X 12" X 3/8" THICK.
AT COUNTER TOPS, PROVIDE 3/4" THICK MARBLE OF SIZE AND CONFIGURATIONS SHOWN.
D. TILE -SETTING ADHESIVE SHALL CONSIST OF ONE -PART TROWEL -CONSISTENCY URETHANE.
E. GROUT TO BE COMMERCIAL PORTLAND CEMENT GROUT, ASTM -C150 TYPE 1 (WHITE FOR USE WITH
WHITE MARBLE).
F. MASON'S SAND ASTM -C144, CONCRETE SAND ASTM -C33 & BAGGED 30-60 MESH SILIA.
G. PROVIDE ANCHORS AND ATTACHMENTS OF TYPE AND SIZE REQUIRED TO SUPPORT STONEWORK AND
FABRICATED FROM STAINLESS STEEL, AISI TYPE 302 OR 304.
4. INSTALLATION, GENERAL:
A. ERECT STONE WORK PLUMB AND TRUE WITH 1/16" JOINTS UNIFORM IN WIDTH AND ACCURATELY
ALIGNED. FOR LINES AND SURFACES AND ARISES, DO NOT EXCEED 1/8" IN 10. FOR EXTERNAL
CORNERS OR OTHER CONSPICUOUS LINES, DO NOT EXCEED 1/4" IN 20' MAXIMUM.
B. INSTALLATION OF STONE FLOORING:
SPREAD AND SCREED SETTING BED TO UNIFORM THICKNESS TO PRODUCE LEVEL FLOOR FINISH. MIX
AND PLACE ONLY THE AMOUNT WHICH CAN BE COVERED WITH STONE PRIOR TO INITIAL SET. TAP
STONE FLOORING UNITS UNTIL FIRMLY BEDDED TO PROPER FINISH FLOOR ELEVATION INDICATED.
SET AND LEVEL EACH STONE UNIT IN SINGLE OPERATION, PRIOR TO INITIAL SET OF BED; DO NOT
RETURN TO AREAS ALREADY SET AND DISTURB STONE FOR LEVELING PURPOSES.
C. GROUTING STONE FLOORING:
GROUT JOINTS IN STONE FLOOR UNITS, FINISH GROUT FLUSH WITH FINISHED SURFACE OF STONE.
FILL ALL GAPS AND SKIPS TO PRODUCE A FINISHED JOINT WHICH IS UNIFORM IN COLOR, SMOOTH
AND WITHOUT VOIDS, PINHOLES, OR LOW SPOTS. REMOVE GROUT SPILLAGE FROM FACE OF STONE
AS WORK PROGRESSES. CURE GROUT BY MAINTAINING IN MOIST CONDITION FOR 7 DAYS. DO NOT
PERMIT TRAFFIC ON STONE FLOORING DURING SETTING OF UNITS FOR AT LEAST 24 HOURS AFTER
FINAL GROUTING OF JOINTS.
D. INSTALLATION OF COUNTER TOPS:
SET MARBLE PANELS IN PATTERN AND TO DETAILS AS SHOWN ON DRAWINGS. PROVIDE STAINLESS
STEEL ANCHORS AT EACH CONCEALED EDGE OF EACH PANEL SECURELY FASTENED TO SUBSTRATE.
SET PANELS._ AGAINST.PLASTER_SPOJS TO_IEVEL-AND-BED_SDLIDLY-FACH-ANEL_..IN-BODER -- --
ALIGNMENT WITH ADJACENT PANELS. PROVIDE SEALANT JOINTS WITH NON -STAINING SEALANT,
COLOR AS SELECTED BY ARCHITECT.
1. WORK INCLUDES CARPETING ON FLOOR SURFACES WHERE INDICATED USING A DIRECT CEMENT
DOWN METHOD WITHOUT UNDERLAY PADDING AND EDGE STRIPS WHERE CARPETING TERMINATES
AT OTHER FLOOR FINISHES.
2. CARPET SHALL BE AS NOTED ON FINISH PLAN, SHEET A-4. CARPETS AND GLUE TO BE SUPPLIED BY
MORGAN STANLEY, UNLESS AND OTHERWISE NOTED ON FINISH PLAN.
3. ACCESSORIES
A. ADHESIVES SHALL BE NON-FLAMMABLE TYPE, AS RECOMMENDED BY THE CARPET MANUFACTURER
TO SUIT APPLICATION AND EXPECTED SERVICE.
B. EDGE STRIPS SHALL BE EQUAL TO "SNAP -DOWN STANDARD EDGE" (STOCK NO. 33B) FOR DIRECT
CEMENT -DOWN CARPET AS MANUFACTURED BY MERCER PLASTICS COMPANY, INC.
C. TAPE FOR SEAMING CARPET SHALL BE PIN TAPE AND TAPE FOR SEAMING CARPET CUSHION SHALL BE
CLOTH PAD TAPE.
4. PREPARATION
A. CLEAN FLOORS OF DUST, DIRT, SOLVENTS, ¢IL, GREASE, PAINT, PLASTER AND OTHER SUBSTANCES
WHICH WOULD BE DETRIMENTAL TO THE PROPER PERFORMANCE OF ADHESIVE AND CARPET.
ALLOW FLOORS TO THOROUGHLY DRY.
B. ENSURE THAT CONCRETE FLOORS ARE FREE FROM SCALING AND IRREGULARITIES AND EXHIBIT
NEUTRALITY RELATIVE TO ACIDITY AND ALKALINITY.
C. REMOVE SUB -FLOOR RIDGES AND BUMPS. FILL LOW SPOTS, CRACKS AND JOINTS, HOLES AND OTHER
DEFECTS WITH SUB -FLOOR FILLER. LEVEL TO MAXIMUM VARIATION OF 1/8 INCH IN 10 FEET.
5. INSTALLATION •
A. LAY OUT ROLLS OF CARPET FULL FOR THE APPROVAL OF THE FACILITIES DEPARTMENT.
B. CHECK MATCHING OF CARPET BEFORE CUTTING AND ENSURE THERE IS NO VISIBLE VARIATION
BETWEEN DYE LOTS.
C. WHERE REQUIRED, CUT CARPET IN A MANNER THAT ALLOWS PROPER SEAM AND PATTERN MATCH.
ENSURE CUTS ARE STRAIGHT, TRUE, AND UNFRAYED.
D. WHERE POSSIBLE AND PRACTICAL, LOCATE SEAMS IN AREAS OF LEAST AMOUNT OF TRAFFIC.
PERPENDICULAR SEAMS AT DOORWAYS ARE NOT PERMITTED.
E. JOIN SEAMS IN RECOMMENDED MANNER AND'SO AS NOT TO DETRACT FROM THE APPEARANCE OF
THE CARPET INSTALLATION AND DECREASE ITS LIFE EXPECTANCY. ENSURE THAT SEAMS ARE
STRAIGHT, NOT OVERLAPPED OR PEAKED, AND FREE OF GAPS.
F. ALL SALVAGE EDGES MUST BE REMOVED. ALL CUTS MUST BE MADE AT AN ANGLE OF 15 DEGREES
WITH SURFACE YARNS EXTENDING OUTWARDS OVER BACKING MATERIAL.
G. A BEAD OF NON-FLAMMABLE LATEX CARPET SEAM ADHESIVE SHALL BE APPLIED TO ALL CUT EDGES
BEFORE SEAMS ARE MADE.
H. SEWN SEAMS SHALL BE MADE USING NO. 18 WAXED LINEN DOUBLE THREAD AND PROPER CARPET
STITCHES. TAPE SEAMS SHALL BE MADE USING PIN TAPE AND NON-FLAMMABLE LATEX CARPET
SEAM ADHESIVE. TAPE MUST SECURE SEAMS MECHANICALLY WITH PINS AS WELL AS CHEMICALLY
WITH ADHESIVE. TAPED SEAMS SHALL BE PRESSED TO PRODUCE BEST POSSIBLE EVEN TOP PILE AND
PROTECTED UNTIL ADHESIVE HAS SET A MINIMUM OF EIGHT HOURS.
I. LAY CARPET ON FLOORS WITH THE RUN OF THE PILE IN THE SAME DIRECTION AS ANTICIPATED
TRAFFIC.
J. DO NOT CHANGE RUN OF PILE IN ANY ONE ROOM OR FROM ONE ROOM TO THE NEXT.
K. INSTALL EDGING STRIPS WHERE CARPET TERMINATES AT OTHER FLOOR COVERINGS. USE FULL
LENGTH PIECES ONLY. BUTT TIGHT TO VERTIGAI. SURFACES, WHERE SPLICING CANNOT BE AVOIDED
BUTT ENDS TIGHT AND FLUSH. CARPET SHAD BE CEMENTED DIRECTLY TO THE SUB -FLOOR WITH
ALL PURPOSE ADHESIVE. A "V" -NOTCHED TROWEL WITH NOTCHES 1/8' DEEP, 1/'' WIDE AND SPACED
1/16" APART SHALL BE USED TO SPREAD ADHESIVE.
L. CONTACT CEMENT SHALL BE USED A MINIMUM OF SIX INCHES AT THE PERIMETER OF ALL AREAS
AND ON BOTH SIDES OF ALL CROSS SEAMS. ALL CARPET AREAS SHALL BE ROLLED WITH A 30 LB.
CARPET ROLLER TO ENSURE PROPER CONTACT OF CARPET TO THE SUB -FLOOR AND TO REMOVE ALL
BUBBLES AND BUCKLES.
M. FOLLOW ALL SPECIAL SEAMING INSTRUCTIONS OF THE CARPET MANUFACTURER.
6. CLEANING
A. REMOVE ALL LOOSE THREADS WITH SHARP SCISSORS AND CLEAN CARPET WITH A STRONG VACUUM
CLEANER.
B. REMOVE ALL SPOTS OR STAINS ON CARPETING WITH A SPOT REMOVER APPROVED AND
RECOMMENDED BY CARPET MANUFACTURER. ALL CARPETING WHICH HAS SPOTS OR STAINS THAT
CANNOT BE REMOVED TO THE SATISFACTION OF THE FACILITIES DEPARTMENT SHALL BE REMOVED
AND REPLACED WITH NEW CARPET.
C. THE FACILITIES DEPARTMENT SHALL DETERMINE THE SUITABILITY OF CARPET SCRAPS FOR FUTURE
MAINTENANCE. THE CARPET SCRAPS OF CHOSEN FOR SUCH USE SHALL BE REMOVED FROM THE JOB
SITE. r
PAINTING:
1. WORK INCLUDES PREPARATION OF SURFACES t0 RECEIVE FINISHES AND FINISHING SURFACES AS
INDICATED ON THE FINISH PLAN.
2. LEAVE ON PREMISES, WHERE DIRECTED BY THE FACILITIES DEPARTMENT, 10% OR FIVE (5) GALLONS
OF EACH COLOR OF PAINT TO BE USED AS MAINTENANCE STOCK. CONTAINERS ARE TO BE TIGHTLY
SEALED AND CLEARLY LABELED.
3. DELIVERY, STORAGE, AND HANDLING
A DELIVER PAINT MATERIALS IN SEALED ORIGINAL LABELED CONTAINERS, BEARING
MANUFACTURER'S NAME, TYPE OF PAINT, BRAND NAME, COLOR DESIGNATION AND INSTRUCTIONS
FOR MIXING AND/OR REDUCING.
B. PROVIDE ADEQUATE STORAGE FACILITIES. STORE PAINT MATERIALS AT MINIMUM AMBIENT
TEMPERATURE OF 45 DEGREES F. (7 DEGREES - C.) IN A WELL VENTILATED AREA.
C. PRECAUTIONS SHALL BE TAKEN TO PREVENT FIRE HAZARDS AND THE POSSIBILITY OF SPONTANEOUS
COMBUSTION.
4. PROTECTION
A. ADEQUATELY PROTECT OTHER SURFACES FROM .PAINT AND DAMAGE. REPAIR DAMAGE CAUSED AS
A RESULT OF INADEQUATE OR UNSUITABLE PROTECTION.
B. FURNISH SUFFICIENT DROP CLOTHS, SHIELDS, AND PROTECTIVE EQUIPMENT TO PREVENT SPRAY OR
DROPPINGS FROM FOULING SURFACES NOT BEING PAINTED AND IN PARTICULAR SURFACES WITHIN
STORAGE AND PREPARATION AREA.
C. PLACE COTTON WASTE, CLOTHS AND MATERIAL WHICH MAY CONSTITUTE A FIRE HAZARD IN
CLOSED METAL CONTAINERS AND REMOVE DAILY FROM THE SITE.
D. REMOVE ELECTRICAL PLATES, SURFACE HARDWARE, FITTINGS AND FASTENERS, PRIOR TO PAINTING
OPERATIONS. THESE ITEMS ARE TO BE CAREFULLY STORED, CLEANED AND REPLACED ON
COMPLETION OF THE WORK IN EACH AREA. DO NOT CLEAN HARDWARE WITH SOLVENTS THAT MAY
REMOVE PERMANENT LACQUER FINISH.
5. ACCEPTABLE MANUFACTURERS SHALL BE EQUAL TO BENJAMIN MOORE, CALIFORNIA, PRATT AND
LAMBERT, GLIDDEN COATINGS AND RESINS, OR THEMEC COMPANY, INC.
6. PREPARATION OF SURFACES
A. REMOVE CONTAMINATION'S FROM GYPSUM WALLBOARD SURFACES AND PRIME TO SHOW DEFECTS,
IF ANY. PAINT AFTER DEFECTS HAVE BEEN REMEDIED.
B. SAND AND SCRAPE SHOP PRIMED STEEL SURFACES TO REMOVE LOOSE PRIMER AND RUST. FEATHER
CUT EDGES TO MAKE TOUCH-UP PATCHES INCONSPICUOUS. CLEAN SURFACES WITH SOLVENT.
PRIME BARE STEEL SURFACES.
C. WIPE OFF DUST AND GRIT FROM MISCELLANEOUS WOOD ITEMS AND MILLWORK PRIOR TO PRIMING.
SPOT COAT KNOTS, PITCH STREAKS AND SAPPY SECTIONS WITH SEALER. FILL NAIL HOLES AND
CRACKS AFTER PRIMER HAS DRIED AND SAND BETWEEN COATS. BACK PRIME INTERIOR AND
EXTERIOR WOODWORK.
7. APPLICATION
A. APPLY EACH COAT AT PROPER CONSISTENCY.
B. SAND LIGHTLY BETWEEN COATS TO ACHIEVE REQUIRED FINISH.
C. DO NOT APPLY FINISHES ON INSUFFICIENTLY DRY SURFACES.
D. WHERE CLEAR FINISHES ARE REQUIRED ENSURE THAT TINT FILLERS MATCH WOOD. WORK FILLERS
WELL INTO THE GRAIN BEFORE SET. WIPE EXCESS FROM THE SURFACES.
E. BACK PRIME INTERIOR WOODWORK WHICH IS TO RECEIVE PAINT OR ENAMEL FINISH WITH ENAMEL
UNDERCOAT PAINT.
8. REMOVE GRILLES, COVERS AND ACCESS PANELS FOR MECHANICAL AND ELECTRICAL SYSTEMS
FROM LOCATION AND PAINT SEPARATELY IF PAINT FINISH IS REQUIRED. IF SUCH FINISH IS NOT
REQUIRED, STORE IN A PROTECTED AREA UNTIL PANTING OPERATIONS ARE COMPLETE. REPLACE
TO ORIGINAL LOCATIONS WHEN SURFACES ARE SUFFICIENTLY DRIED.
9. CLEANING
A. AS WORK PROCEEDS AND UPON COMPLETION PROMPTLY REMOVE PAINT WHERE SPILLED, SPLASHED
OR SPLATTERED.
B. DURING PROGRESS OF WORK KEEP PREMISES FREE FROM ANY UNNECESSARY ACCUMULATIONS OF
TOOLS, EQUIPMENT, SURPLUS MATERIALS AND DEBRIS.
C. UPON COMPLETION OF WORK, LEAVE PREMISES NEAT AND CLEAN TO THE SATISFACTION OF THE
1. WORK INCLUDES THE PROVISION OF WALL COVERINGS AS SHOWN AND OF PRIMERS, SEALERS AND
ADHESIVES AS REQUIRED.
2. WALL COVERING SHALL BE PROVIDED BY TENANT, INSTALLED BY CONSTRUCTION MANAGER AS INDICATED ON THE FINISH PLAN.
ADHESIVE AND PRIMER SHALL BE AS RECOMMENDED BY THE WALL COVERING MANUFACTURER.
3. EXAMINE ALL SURFACES TO RECEIVE WALL COVERING BEFORE BEGINNING WORK TO DETERMINE
THAT THEY ARE SOUND, DRY, CLEAN AND READY TO RECEIVE FINAL FINISH. DO NOT COMMENCE
INSTALLATION OF WALL COVERING UNTIL ALL DEFECTS WHICH COULD AFFECT THE QUALITY OF
THE FINISHED WORK HAVE BEEN CORRECTED.
4. INSTALLATION
A. FOLLOW MANUFACTURER'S DIRECTIONS FOR MIXING AND APPLYING ADHESIVE.
B. BEFORE CUTTING EXAMINE PATTERN AND COLOR AND DETERMINE THAT THEY MATCH APPROVED
SAMPLES. EXAMINE PATTERNED MATERIAL FOR REPEAT IN DESIGN
C. MIX PASTE THOROUGHLY. APPLY PASTE ON BACK OF MATERIAL WITH BRUSH OR ROLLER IN A THIN, i
EVEN COAT OVER ENTIRE PANEL.
D. USE PANELS IN EXACT ORDER AS THEY ARE CUT FROM THE ROLL.
E. FILL IN OVER DOORS AND WINDOWS WITH PANELS CUT IN CONSECUTIVE ORDER FROM THE ROLL.
F. SMOOTH FABRIC TO HANGING SURFACE WITH STIFF BRISTLED SWEEP BRUSH OR A FLEXIBLE BROAD
KNIFE TO ELIMINATE AIR BUBBLES AND INSURE ADHESION. '
G. VERTICAL JOINTS SHALL NOT OCCUR LESS THAN SIX INCHES FROM AN INSIDE OR OUTSIDE CORNER.
H. REMOVE EXCESS PASTE FROM SEAM BEFORE MAKING NEXT SEAM. USE A SPONGE OR CLOTH
DAMPENED WITH CLEAN WATER. WIPE CLEAN WITH DRY TOWEL.
1. ANY VARIATION IN COLOR AND/OR PATTERN MATCH SHALL BE IMMEDIATELY COMMUNICATED TO
THE MANUFACTURER'S REPRESENTATIVE FOR HIS INSPECTION BEFORE PROCEEDING FURTHER WITH
THE INSTALLATION.
Duke
REALTY CORPORATION
600 East 96th Street
Suite 100
Indianapolis, IN 46240
Phone: (317) 808-6000
Fax: (317) 808-6797
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Six Parkwood Office
600 East 96th Street, Suite 550
Indianapolis, Indiana 46240
317.848.7800
FAX 317.574.0957 ®Copyright 2001
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1.
WORK INCLUDES INTERIOR STONE WORK ITEMS INCLUDING MARBLE FLOOR TILES AND MARBLE
8.
A.
SITE CONDITIONS
ENSURE CONCRETE ARE DRY (MA IIMUMCARBMOISTURE CONTENT OF SEVEN PERCENT) AND
0
COUNTER TOPS AS INDICATED ON DRAWINGS AND IN SCHEDULES.
B.
EXHIBIT NEGATIVE ALKALINITY,
MAINTAIN MINIMUM AIR TEMPERATURE OF 70 DEGREES F. (21 DEGREES C.) AT FLOORW
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INSTALLATION AREA FOR 24 HOURS PRIOR TO, DURING, AND 24 HOURS AFTER INSTALLATION.
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2.
A.
QUALITY ASSURANCE
SINGLE SOURCE RESPONSIBILITY FOR STONE; OBTAIN EACH COLOR, GRADE, FINISH, TYPE AND
C.
STOREFLOORQUALINGINOF INSTALLATION. ALLOW THREE DAYS FOR MATERIAL TO
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VARIETY OF STONE FROM A SINGLE SOURCE WITH RESOURCES TO PROVIDE MATERIALS OF
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A.
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B.
PROVIDE
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INSTITUTE OF AMERICA
SINGLE SOURCE RESPONSIBILITY FOR SETTING MATERIALS: OBTAIN INGREDIENTS OF UNIFORM
B.
CLEAN SUBSTRATE. SPREAD CEMENT EVENLY IN QUANTITY RECOMMENDED BY MANUFACTURER TO
ENSURE ADHESION OVER ENTIRE AREA OF THE INSTALLATION. SPREAD ONLY ENOUGH ADHESIVE
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QUALITY FROM ONE MANUFACTURER FOR EACH ADMIXTURE COMPONENT.
SHOP DRAWINGS: SUBMIT CUTTING AND SETTING DRAWINGS INDICATING SIZES, DIMENSIONS,
TO PERMIT INSTALLATION OF FLOORING BEFORE INITIAL SET.
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D.
SECTIONS, PROFILES AND FACE DESIGNS OF STONE UNITS, ARRANGEMENT AND PROVISIONS FOR
C.
D.
SET FLOORING IN PLACE, PRESSING WITH HEAVY ROLLER TO ENSURE FULL ADHESION.
N SEAMS PARALLEL TO BUILDING OR WALL LINES TO PRODUCE
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RELATIONSHIPS WITH, ATTACHMENT TO, AND RECEPTION OF, RELATED WORK.
SUBMIT SETS OF SAMPLES DEMONSTRATING COLOR, GRADE, FINISH, TYPE AND VARIETY
E.
INSTALL WITH MINIMUM TILE WIDTH OF 1/2 FULL SIZE AT ROOM OR AREA PERIMETER. ALTERNATE
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E.
SAMPLES:
OF STONE CONSISTING OF UNITS NOT LESS THAN 12" X 12". INCLUDE 4 UNITS IN EACH SET OF
ANY PATTERN GRAIN BETWEEN ADJACENT TILES TO PRODUCE A BASKET WEAVE PATTERN,
RESILIENT FLOORING AT CENTERLINE OF DOOR OPENING WHERE ADJACENT FLOOR
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F.
TERMINATE
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OF SEALER FOR SEALING STONE FLOORING AND CERTIFICATION THAT
G.
FINISH IS DISSIMILAR.
INSTALL EDGE STRIPS AT UNPROTECTED OR EXPOSED EDGES WHERE FLOORING TERMINATES.
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COLOR SAMPLES, SAMPLES
MORTAR MATERIALS COMPLY WITH SPECIFICATIONS REQUIREMENTS.
H.
SCRIBE FLOORING TO WALLS, CABINETS, AND OTHER APPURTENANCES TO PRODUCE TIGHT JOINTS.
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F.
REFERENCE STANDARDS:
a. MIA - MARBLE INSTITUTE OF AMERICA
10.
A
BASE INSTALLATION
FIT JOINTS TIGHT AND VERTICAL. MAINTAIN MINIMUM MEASUREMENT OF 18 INCHES BETWEEN
2
b. ANSI - AMERICAN NATIONAL STANDARDS INSTITUTE
JOINTS.
C. ASTM - AMERICAN SOCIETY FOR TESTING AND MATERIALS
B.
USE PREMOLDED SECTIONS FOR EXTERNAL AND INTERNAL CORNERS AND EXPOSED ENDS.
C.
SCRIBE AND FIT TO DOOR FRAMES AND OTHER OBSTRUCTIONS.
3.
MATERIALS:
SIN QUARRY FOR EACH TYPE VARIETY COLOR AND
D.
INSTALL BASE ON SOLID BACKING. ADHERE TIGHTLY TO WALL AND FLOOR SURFACES.
A. PROVIDE MATCHED BLOCKS FROM A GLE
QUANTITY OF STONE REQUIRED. E EXTRACT BLOCKS FROM A SINGLE BED OF QUARRY STRATUM,
UNLESS STONES FROM RANDOMLY SELECTED BLOCKS ARE ACCEPTABLE TO THE ARCHITECT FOR
AESTHETIC EFFECT. ALL STONE IS TO BE SHOP -CUT TO SIZE AND DETAILS SHOWN.
B. ALL MORTAR ADDITIVES SHALL BE NON-TOXIC, NON-FLAMMABLE, AND NON -HAZARDOUS DURING
STORAGE, MIXING, APPLICATION AND WHEN CURING. THE FINISHED MORTAR AND GROUT SHALL BE
RESISTANT TO URINE, DILUTE ACID, DILUTE ALKALI, SUGAR, BRINE AND FOOD WASTE PRODUCTS.
ALL MORTAR ADDITIVES AND EPDXY ADHESIVES SHALL BE COMPATIBLE AND FROM ONE
MANUFACTURER. BEDDING AND GROUTING MORTARS SHALL BE WEATHER, FROST, SHOCK AND
CHEMICAL RESISTANT AND SHALL MEET THE HIGHEST PHYSICAL REQUIREMENTS.
C. AT FLOORS, PROVIDE MARBLE TILES, SQUARE EDGE, NOMINAL 12" X 12" X 3/8" THICK.
AT COUNTER TOPS, PROVIDE 3/4" THICK MARBLE OF SIZE AND CONFIGURATIONS SHOWN.
D. TILE -SETTING ADHESIVE SHALL CONSIST OF ONE -PART TROWEL -CONSISTENCY URETHANE.
E. GROUT TO BE COMMERCIAL PORTLAND CEMENT GROUT, ASTM -C150 TYPE 1 (WHITE FOR USE WITH
WHITE MARBLE).
F. MASON'S SAND ASTM -C144, CONCRETE SAND ASTM -C33 & BAGGED 30-60 MESH SILIA.
G. PROVIDE ANCHORS AND ATTACHMENTS OF TYPE AND SIZE REQUIRED TO SUPPORT STONEWORK AND
FABRICATED FROM STAINLESS STEEL, AISI TYPE 302 OR 304.
4. INSTALLATION, GENERAL:
A. ERECT STONE WORK PLUMB AND TRUE WITH 1/16" JOINTS UNIFORM IN WIDTH AND ACCURATELY
ALIGNED. FOR LINES AND SURFACES AND ARISES, DO NOT EXCEED 1/8" IN 10. FOR EXTERNAL
CORNERS OR OTHER CONSPICUOUS LINES, DO NOT EXCEED 1/4" IN 20' MAXIMUM.
B. INSTALLATION OF STONE FLOORING:
SPREAD AND SCREED SETTING BED TO UNIFORM THICKNESS TO PRODUCE LEVEL FLOOR FINISH. MIX
AND PLACE ONLY THE AMOUNT WHICH CAN BE COVERED WITH STONE PRIOR TO INITIAL SET. TAP
STONE FLOORING UNITS UNTIL FIRMLY BEDDED TO PROPER FINISH FLOOR ELEVATION INDICATED.
SET AND LEVEL EACH STONE UNIT IN SINGLE OPERATION, PRIOR TO INITIAL SET OF BED; DO NOT
RETURN TO AREAS ALREADY SET AND DISTURB STONE FOR LEVELING PURPOSES.
C. GROUTING STONE FLOORING:
GROUT JOINTS IN STONE FLOOR UNITS, FINISH GROUT FLUSH WITH FINISHED SURFACE OF STONE.
FILL ALL GAPS AND SKIPS TO PRODUCE A FINISHED JOINT WHICH IS UNIFORM IN COLOR, SMOOTH
AND WITHOUT VOIDS, PINHOLES, OR LOW SPOTS. REMOVE GROUT SPILLAGE FROM FACE OF STONE
AS WORK PROGRESSES. CURE GROUT BY MAINTAINING IN MOIST CONDITION FOR 7 DAYS. DO NOT
PERMIT TRAFFIC ON STONE FLOORING DURING SETTING OF UNITS FOR AT LEAST 24 HOURS AFTER
FINAL GROUTING OF JOINTS.
D. INSTALLATION OF COUNTER TOPS:
SET MARBLE PANELS IN PATTERN AND TO DETAILS AS SHOWN ON DRAWINGS. PROVIDE STAINLESS
STEEL ANCHORS AT EACH CONCEALED EDGE OF EACH PANEL SECURELY FASTENED TO SUBSTRATE.
SET PANELS._ AGAINST.PLASTER_SPOJS TO_IEVEL-AND-BED_SDLIDLY-FACH-ANEL_..IN-BODER -- --
ALIGNMENT WITH ADJACENT PANELS. PROVIDE SEALANT JOINTS WITH NON -STAINING SEALANT,
COLOR AS SELECTED BY ARCHITECT.
1. WORK INCLUDES CARPETING ON FLOOR SURFACES WHERE INDICATED USING A DIRECT CEMENT
DOWN METHOD WITHOUT UNDERLAY PADDING AND EDGE STRIPS WHERE CARPETING TERMINATES
AT OTHER FLOOR FINISHES.
2. CARPET SHALL BE AS NOTED ON FINISH PLAN, SHEET A-4. CARPETS AND GLUE TO BE SUPPLIED BY
MORGAN STANLEY, UNLESS AND OTHERWISE NOTED ON FINISH PLAN.
3. ACCESSORIES
A. ADHESIVES SHALL BE NON-FLAMMABLE TYPE, AS RECOMMENDED BY THE CARPET MANUFACTURER
TO SUIT APPLICATION AND EXPECTED SERVICE.
B. EDGE STRIPS SHALL BE EQUAL TO "SNAP -DOWN STANDARD EDGE" (STOCK NO. 33B) FOR DIRECT
CEMENT -DOWN CARPET AS MANUFACTURED BY MERCER PLASTICS COMPANY, INC.
C. TAPE FOR SEAMING CARPET SHALL BE PIN TAPE AND TAPE FOR SEAMING CARPET CUSHION SHALL BE
CLOTH PAD TAPE.
4. PREPARATION
A. CLEAN FLOORS OF DUST, DIRT, SOLVENTS, ¢IL, GREASE, PAINT, PLASTER AND OTHER SUBSTANCES
WHICH WOULD BE DETRIMENTAL TO THE PROPER PERFORMANCE OF ADHESIVE AND CARPET.
ALLOW FLOORS TO THOROUGHLY DRY.
B. ENSURE THAT CONCRETE FLOORS ARE FREE FROM SCALING AND IRREGULARITIES AND EXHIBIT
NEUTRALITY RELATIVE TO ACIDITY AND ALKALINITY.
C. REMOVE SUB -FLOOR RIDGES AND BUMPS. FILL LOW SPOTS, CRACKS AND JOINTS, HOLES AND OTHER
DEFECTS WITH SUB -FLOOR FILLER. LEVEL TO MAXIMUM VARIATION OF 1/8 INCH IN 10 FEET.
5. INSTALLATION •
A. LAY OUT ROLLS OF CARPET FULL FOR THE APPROVAL OF THE FACILITIES DEPARTMENT.
B. CHECK MATCHING OF CARPET BEFORE CUTTING AND ENSURE THERE IS NO VISIBLE VARIATION
BETWEEN DYE LOTS.
C. WHERE REQUIRED, CUT CARPET IN A MANNER THAT ALLOWS PROPER SEAM AND PATTERN MATCH.
ENSURE CUTS ARE STRAIGHT, TRUE, AND UNFRAYED.
D. WHERE POSSIBLE AND PRACTICAL, LOCATE SEAMS IN AREAS OF LEAST AMOUNT OF TRAFFIC.
PERPENDICULAR SEAMS AT DOORWAYS ARE NOT PERMITTED.
E. JOIN SEAMS IN RECOMMENDED MANNER AND'SO AS NOT TO DETRACT FROM THE APPEARANCE OF
THE CARPET INSTALLATION AND DECREASE ITS LIFE EXPECTANCY. ENSURE THAT SEAMS ARE
STRAIGHT, NOT OVERLAPPED OR PEAKED, AND FREE OF GAPS.
F. ALL SALVAGE EDGES MUST BE REMOVED. ALL CUTS MUST BE MADE AT AN ANGLE OF 15 DEGREES
WITH SURFACE YARNS EXTENDING OUTWARDS OVER BACKING MATERIAL.
G. A BEAD OF NON-FLAMMABLE LATEX CARPET SEAM ADHESIVE SHALL BE APPLIED TO ALL CUT EDGES
BEFORE SEAMS ARE MADE.
H. SEWN SEAMS SHALL BE MADE USING NO. 18 WAXED LINEN DOUBLE THREAD AND PROPER CARPET
STITCHES. TAPE SEAMS SHALL BE MADE USING PIN TAPE AND NON-FLAMMABLE LATEX CARPET
SEAM ADHESIVE. TAPE MUST SECURE SEAMS MECHANICALLY WITH PINS AS WELL AS CHEMICALLY
WITH ADHESIVE. TAPED SEAMS SHALL BE PRESSED TO PRODUCE BEST POSSIBLE EVEN TOP PILE AND
PROTECTED UNTIL ADHESIVE HAS SET A MINIMUM OF EIGHT HOURS.
I. LAY CARPET ON FLOORS WITH THE RUN OF THE PILE IN THE SAME DIRECTION AS ANTICIPATED
TRAFFIC.
J. DO NOT CHANGE RUN OF PILE IN ANY ONE ROOM OR FROM ONE ROOM TO THE NEXT.
K. INSTALL EDGING STRIPS WHERE CARPET TERMINATES AT OTHER FLOOR COVERINGS. USE FULL
LENGTH PIECES ONLY. BUTT TIGHT TO VERTIGAI. SURFACES, WHERE SPLICING CANNOT BE AVOIDED
BUTT ENDS TIGHT AND FLUSH. CARPET SHAD BE CEMENTED DIRECTLY TO THE SUB -FLOOR WITH
ALL PURPOSE ADHESIVE. A "V" -NOTCHED TROWEL WITH NOTCHES 1/8' DEEP, 1/'' WIDE AND SPACED
1/16" APART SHALL BE USED TO SPREAD ADHESIVE.
L. CONTACT CEMENT SHALL BE USED A MINIMUM OF SIX INCHES AT THE PERIMETER OF ALL AREAS
AND ON BOTH SIDES OF ALL CROSS SEAMS. ALL CARPET AREAS SHALL BE ROLLED WITH A 30 LB.
CARPET ROLLER TO ENSURE PROPER CONTACT OF CARPET TO THE SUB -FLOOR AND TO REMOVE ALL
BUBBLES AND BUCKLES.
M. FOLLOW ALL SPECIAL SEAMING INSTRUCTIONS OF THE CARPET MANUFACTURER.
6. CLEANING
A. REMOVE ALL LOOSE THREADS WITH SHARP SCISSORS AND CLEAN CARPET WITH A STRONG VACUUM
CLEANER.
B. REMOVE ALL SPOTS OR STAINS ON CARPETING WITH A SPOT REMOVER APPROVED AND
RECOMMENDED BY CARPET MANUFACTURER. ALL CARPETING WHICH HAS SPOTS OR STAINS THAT
CANNOT BE REMOVED TO THE SATISFACTION OF THE FACILITIES DEPARTMENT SHALL BE REMOVED
AND REPLACED WITH NEW CARPET.
C. THE FACILITIES DEPARTMENT SHALL DETERMINE THE SUITABILITY OF CARPET SCRAPS FOR FUTURE
MAINTENANCE. THE CARPET SCRAPS OF CHOSEN FOR SUCH USE SHALL BE REMOVED FROM THE JOB
SITE. r
PAINTING:
1. WORK INCLUDES PREPARATION OF SURFACES t0 RECEIVE FINISHES AND FINISHING SURFACES AS
INDICATED ON THE FINISH PLAN.
2. LEAVE ON PREMISES, WHERE DIRECTED BY THE FACILITIES DEPARTMENT, 10% OR FIVE (5) GALLONS
OF EACH COLOR OF PAINT TO BE USED AS MAINTENANCE STOCK. CONTAINERS ARE TO BE TIGHTLY
SEALED AND CLEARLY LABELED.
3. DELIVERY, STORAGE, AND HANDLING
A DELIVER PAINT MATERIALS IN SEALED ORIGINAL LABELED CONTAINERS, BEARING
MANUFACTURER'S NAME, TYPE OF PAINT, BRAND NAME, COLOR DESIGNATION AND INSTRUCTIONS
FOR MIXING AND/OR REDUCING.
B. PROVIDE ADEQUATE STORAGE FACILITIES. STORE PAINT MATERIALS AT MINIMUM AMBIENT
TEMPERATURE OF 45 DEGREES F. (7 DEGREES - C.) IN A WELL VENTILATED AREA.
C. PRECAUTIONS SHALL BE TAKEN TO PREVENT FIRE HAZARDS AND THE POSSIBILITY OF SPONTANEOUS
COMBUSTION.
4. PROTECTION
A. ADEQUATELY PROTECT OTHER SURFACES FROM .PAINT AND DAMAGE. REPAIR DAMAGE CAUSED AS
A RESULT OF INADEQUATE OR UNSUITABLE PROTECTION.
B. FURNISH SUFFICIENT DROP CLOTHS, SHIELDS, AND PROTECTIVE EQUIPMENT TO PREVENT SPRAY OR
DROPPINGS FROM FOULING SURFACES NOT BEING PAINTED AND IN PARTICULAR SURFACES WITHIN
STORAGE AND PREPARATION AREA.
C. PLACE COTTON WASTE, CLOTHS AND MATERIAL WHICH MAY CONSTITUTE A FIRE HAZARD IN
CLOSED METAL CONTAINERS AND REMOVE DAILY FROM THE SITE.
D. REMOVE ELECTRICAL PLATES, SURFACE HARDWARE, FITTINGS AND FASTENERS, PRIOR TO PAINTING
OPERATIONS. THESE ITEMS ARE TO BE CAREFULLY STORED, CLEANED AND REPLACED ON
COMPLETION OF THE WORK IN EACH AREA. DO NOT CLEAN HARDWARE WITH SOLVENTS THAT MAY
REMOVE PERMANENT LACQUER FINISH.
5. ACCEPTABLE MANUFACTURERS SHALL BE EQUAL TO BENJAMIN MOORE, CALIFORNIA, PRATT AND
LAMBERT, GLIDDEN COATINGS AND RESINS, OR THEMEC COMPANY, INC.
6. PREPARATION OF SURFACES
A. REMOVE CONTAMINATION'S FROM GYPSUM WALLBOARD SURFACES AND PRIME TO SHOW DEFECTS,
IF ANY. PAINT AFTER DEFECTS HAVE BEEN REMEDIED.
B. SAND AND SCRAPE SHOP PRIMED STEEL SURFACES TO REMOVE LOOSE PRIMER AND RUST. FEATHER
CUT EDGES TO MAKE TOUCH-UP PATCHES INCONSPICUOUS. CLEAN SURFACES WITH SOLVENT.
PRIME BARE STEEL SURFACES.
C. WIPE OFF DUST AND GRIT FROM MISCELLANEOUS WOOD ITEMS AND MILLWORK PRIOR TO PRIMING.
SPOT COAT KNOTS, PITCH STREAKS AND SAPPY SECTIONS WITH SEALER. FILL NAIL HOLES AND
CRACKS AFTER PRIMER HAS DRIED AND SAND BETWEEN COATS. BACK PRIME INTERIOR AND
EXTERIOR WOODWORK.
7. APPLICATION
A. APPLY EACH COAT AT PROPER CONSISTENCY.
B. SAND LIGHTLY BETWEEN COATS TO ACHIEVE REQUIRED FINISH.
C. DO NOT APPLY FINISHES ON INSUFFICIENTLY DRY SURFACES.
D. WHERE CLEAR FINISHES ARE REQUIRED ENSURE THAT TINT FILLERS MATCH WOOD. WORK FILLERS
WELL INTO THE GRAIN BEFORE SET. WIPE EXCESS FROM THE SURFACES.
E. BACK PRIME INTERIOR WOODWORK WHICH IS TO RECEIVE PAINT OR ENAMEL FINISH WITH ENAMEL
UNDERCOAT PAINT.
8. REMOVE GRILLES, COVERS AND ACCESS PANELS FOR MECHANICAL AND ELECTRICAL SYSTEMS
FROM LOCATION AND PAINT SEPARATELY IF PAINT FINISH IS REQUIRED. IF SUCH FINISH IS NOT
REQUIRED, STORE IN A PROTECTED AREA UNTIL PANTING OPERATIONS ARE COMPLETE. REPLACE
TO ORIGINAL LOCATIONS WHEN SURFACES ARE SUFFICIENTLY DRIED.
9. CLEANING
A. AS WORK PROCEEDS AND UPON COMPLETION PROMPTLY REMOVE PAINT WHERE SPILLED, SPLASHED
OR SPLATTERED.
B. DURING PROGRESS OF WORK KEEP PREMISES FREE FROM ANY UNNECESSARY ACCUMULATIONS OF
TOOLS, EQUIPMENT, SURPLUS MATERIALS AND DEBRIS.
C. UPON COMPLETION OF WORK, LEAVE PREMISES NEAT AND CLEAN TO THE SATISFACTION OF THE
1. WORK INCLUDES THE PROVISION OF WALL COVERINGS AS SHOWN AND OF PRIMERS, SEALERS AND
ADHESIVES AS REQUIRED.
2. WALL COVERING SHALL BE PROVIDED BY TENANT, INSTALLED BY CONSTRUCTION MANAGER AS INDICATED ON THE FINISH PLAN.
ADHESIVE AND PRIMER SHALL BE AS RECOMMENDED BY THE WALL COVERING MANUFACTURER.
3. EXAMINE ALL SURFACES TO RECEIVE WALL COVERING BEFORE BEGINNING WORK TO DETERMINE
THAT THEY ARE SOUND, DRY, CLEAN AND READY TO RECEIVE FINAL FINISH. DO NOT COMMENCE
INSTALLATION OF WALL COVERING UNTIL ALL DEFECTS WHICH COULD AFFECT THE QUALITY OF
THE FINISHED WORK HAVE BEEN CORRECTED.
4. INSTALLATION
A. FOLLOW MANUFACTURER'S DIRECTIONS FOR MIXING AND APPLYING ADHESIVE.
B. BEFORE CUTTING EXAMINE PATTERN AND COLOR AND DETERMINE THAT THEY MATCH APPROVED
SAMPLES. EXAMINE PATTERNED MATERIAL FOR REPEAT IN DESIGN
C. MIX PASTE THOROUGHLY. APPLY PASTE ON BACK OF MATERIAL WITH BRUSH OR ROLLER IN A THIN, i
EVEN COAT OVER ENTIRE PANEL.
D. USE PANELS IN EXACT ORDER AS THEY ARE CUT FROM THE ROLL.
E. FILL IN OVER DOORS AND WINDOWS WITH PANELS CUT IN CONSECUTIVE ORDER FROM THE ROLL.
F. SMOOTH FABRIC TO HANGING SURFACE WITH STIFF BRISTLED SWEEP BRUSH OR A FLEXIBLE BROAD
KNIFE TO ELIMINATE AIR BUBBLES AND INSURE ADHESION. '
G. VERTICAL JOINTS SHALL NOT OCCUR LESS THAN SIX INCHES FROM AN INSIDE OR OUTSIDE CORNER.
H. REMOVE EXCESS PASTE FROM SEAM BEFORE MAKING NEXT SEAM. USE A SPONGE OR CLOTH
DAMPENED WITH CLEAN WATER. WIPE CLEAN WITH DRY TOWEL.
1. ANY VARIATION IN COLOR AND/OR PATTERN MATCH SHALL BE IMMEDIATELY COMMUNICATED TO
THE MANUFACTURER'S REPRESENTATIVE FOR HIS INSPECTION BEFORE PROCEEDING FURTHER WITH
THE INSTALLATION.
Duke
REALTY CORPORATION
600 East 96th Street
Suite 100
Indianapolis, IN 46240
Phone: (317) 808-6000
Fax: (317) 808-6797
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600 East 96th Street, Suite 550
Indianapolis, Indiana 46240
317.848.7800
FAX 317.574.0957 ®Copyright 2001
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Certified By:
Drawing Number:
3A102
Of Sheets
Duke Job Number:
A/E Job Number:
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22061
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CONSTRUCTION PLAN
SCALE. 1/8" = 1'-0"
CONSTRUCTION NOTES
1. DIMENSIONS ARE FROM FACE OF FINISHED WALL TO FACE
OF FINISHED WALL UNLESS NOTED OR SHOWN OTHERWISE.
2. SEE CONSTRUCTION PLAN LEGEND FOR WALL CONSTRUCTION
AND WALL TYPES.
3. LOCATE ALL DOORS THE SAME DISTANCE FROM WALL. SEE DETAIL
18/3A501 FOR INFO ON HOLD DIMENSION.
4. PROVIDE CONCEALED FIRE RETARDANT WALL BLOCKING AS REQUIRED
WHERE NEW SHELVING, PLUMBING AND CASEWORK ARE NOTED.
5. ALL WALLS SHALL BE CHALKED FOR DESIGNER'S REVIEW AND APPROVAL
PRIOR TO ANY NEW WALL CONSTRUCTION
6. ALL NEW DOORS SHALL ALLOW 12" CLEAR ON PUSH SIDE AND
18" CLEAR ON PULL SIDE OF DOOR UNLESS NOTED OTHERWISE
TO MEET ADA CODE REGULATIONS.
7. BUILDING OWNER AND/OR G.C. TO PROVIDE MINISBLINDS AT ALL PERIMETER
WINDOWS. EXISTING MINIBLINDS ARE TO BE STORED DURING CONSTRUCTION
PHASE, THEN CLEANED AND REINSTALL UPON COMPLETION OF PROJECT.
8. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING
WALLS) SHALL BE PATCHED, REPAIRED AND SANDED SMOOTH IN
PREPARATION FOR NEW FINISHES.
9. FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF
NEW FLOOR FINISHES AS SCHEDULED.
10. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S
DIRECTION, UNLESS OTHERWISE SPECIFIED
11. ALL NEW TRACK AND TRIM AT WALL/CEILING CONDITIONS SHALL MATCH
BUILDING STANDARD COLOR AND MATERIAL TO PROVIDE CONTINUOUS/CONSISTENT
APPEARANCE THROUGHOUT CEILING.
WALL LEGEND-
3
EXISTING WALL TO BE REMOVED
� EXISTING WALL TO REMAIN
W1= REFER TO DETAIL 4/3A501
3�
W2= REFER TO DETAIL 3/3A501
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W3= EXISTING CORRIDOR WALL TO
31 RECEIVE GYP. BOARD ON
UNFINISHED TENANT SIDE
W4= NEW CORRIDOR WALL TO
31 MATCH ADJACENT CORRIDOR
WALL CONSTRUCTION
W5= SIMILAR TO DETAIL 4/3A501, BUT WITH 3-5/8" STUD
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DENOTES AREA NOT IN CONTRACT
DENOTES NEW MILLWORK
o NEW DOOR AND FRAME. SEE DOOR SCHEDULE.
CONSTRUCTION PLAN N
Fl�1 ALIGN FINISHED FACES.
FP2 CENTER WALL ON WINDOW MULLIONS AS PER BUILDING STANDARD DETAILS.
USE SEALANT AT MULLIONS FOR SOUND INSULATION. VERIFY DIMENSIONS
FROM MULLION TO MULLION AND REPORT ANY DISCREPANCIES TO ARCHITECT
BEFORE PROCEEDING WITH CONSTRUCTION. REFERENCE DETAIL 5/3A601
tis STAINLESS STEEL DOUBLE BOWL SINK. WITH PADDLE HANDLE FAUCET
SEE PLUMBING RISER DIAGRAM 6/3A601, AND ADA SECTION 7/3A601.
�a NEW RECESSED FIRE EXTINGUISHER CABINET TO BE INSTALLED IN WALL AT THIS
LOCATION
O�s ALL PHONE AND DATA WIRING PROVIDED BY TENANT ARE TO BE
PULLED FROM EXISTING EQUIPMENT ROOM 314.
FPg PROVIDE BLOCKING FOR TENANT SUPPLIED VISUAL BOARD.
OCONSTRUCTION MANAGER TO PROVIDEANSTALL NEW 80OW WHITE GE MICROWAVE
PROVIDE CUT SHEET FOR TENANT APPROVAL.
FPa PROVIDE 1/4" COLD COPPER LINES WITH VALVE FOR NEW COFFEE
MAKER AND REFRIDGERATOR/ICEMAKER. VERIFY EXACT LOCATION WITH TENANT.
OCOPIER PROVIDED AND INSTALLED BY TENANT. G.C. TO PROVIDE POWER SOURCE
FOR COPY MACHINE. VERIFY ELECTRICAL REQ. WITH MANUF. MANUAL.
FUR OUT WALL TO ALIGN WITH BUILT OUT STRUCTURAL COLUMN
ra�1 REFRIGERATOR PROVIDED AND INSTALLED BY G.C., WHITE GE FULL SIZE WITH
ICE MAKER, G.C. TO PROVIDE CUT SHEET TO TENANT FOR TENANT APPROVAL
r�>s ADDITTION OF NEW POCKET DOOR BETWEEN EXISTING OFFICES 312 & 313.
WORK TO BE PRICED TO BE DONE DURING NON—PRIME HOURS.
x'13 PROVIDE STEEL POSTS AT END OF LOW HEIGHT PARTITION FOR ADDITTIONAL SUPPORT
REALTY CORPORATION
600 East 96th Street
Suite 100
Indianapolis, IN 46240
Phone: 317 808-6000
Fax: 317 808-6797
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Architecture
Engineering
Interiors
Landscape Architecture
Land Surveying
Six Parkwood Off o
®Copyright 2001
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Drawing Number:
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Of Sheets
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A/E Job Number:
22061
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REFLECTED CEILING PLAN NOTES.
1 . ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR DESIGN/BUILD OF ALL
SAFETY SYSTEMS. CONTRACTOR IS TO"VERIFY QUANTITY AND PLACEMENT
OF INDICATED SAFETY DEVICES (EXIT SIGNS, ALARMS, ETC.) AND VERIFY
CONFORMANCE WITH LOCAL AND STATE CODES. LIFESAFETY CONTRACTOR
IS RESPONSIBLE FOR SUBMITTING NECESSARY DRAWINGS FOR REVIEW AND
OBTAINING PERMITS. LIFESAFETY CONTRACTOR IS RESPONSIBLE FOR
SUBMITTING DRAWINGS TO CSO INTERIORS FOR REVIEW AND COORDINATION
OF LOCATION OF DEVICES. CSO INTERIORS REVIEW IS FOR AESTHETIC
REVIEW ONLY.
2. ALL ROOM WALLS TO UNDERSIDE OF SUSPENDED CEILING, TYPICAL UNLESS
OTHERWISE NOTED. SEE 3A201 DRAWINGS FOR FURTHER WALL TYPE INFORMATION.
3. MECHANICAL AND ELECTRICAL IS DESIGN -BUILD. DESIGN -BUILD CONTRACTOR
TO VERIFY EXISTING CONDITIONS AND COORDINATE DESIGN OF RELOCATED AND
NEW DIFFUSERS, SPRINKLER HEADS, FIRE PROTECTION DEVICES, EXIT LIGHTS,
EMERGENCY NIGHT LIGHTS AND THERMOSTATS. DESIGN -BUILD CONTRACTOR TO
COORDINATE HIS WORK WITH THE LIGHTING PLAN. ALL QUESTIONS ARE TO BE
BROUGHT TO THE ATTENTION OF THE DESIGNER BEFORE PROCEEDING. REFER
TO MECHANICAL DRAWINGS FOR RELOCATION OF THERMOSTATS. CONTRACTOR
TO VERIFY WITH TENANT AND FURNITURE SUPPLIER THERMOSTAT LOCATIONS
FOR PANEL LOCATION CONFLICTS BEFORE PROCEEDING.
4. CEILING HEIGHT IS 9'-0" A.F.F. UNLESS OTHERWISE NOTED.
5. LOCATE NEW SMOKE DETECTORS
INFORM DESIGNER AND DESIGN BUILD CONTRACTOR OF
CONFLICT FOR RECONFIGURATION OF DEVICE/S.
6. IN LOCATIONS OF (2) TWO OR MORE SWITCHES IN CLOSE PROXIMITY, SWITCHES
ARE TO BE CONSOLIDATED TO A GANG PLATE CONDITION.
7. CONTRACTOR TO VERIFY EXISTING CONDITIONS TO LAYOUT AND REPORT ANY
DESCREPANCIES TO ARCHITECT AND/OR DESIGNER BEFORE PROCEEDING WITH
CONSTRUCTION.
8. EACH ROOM TO HAVE INDIVIDUAL SWITCH LOCATED ON WALL AT DOORWAY TO
ROOM, TYPICAL UNLESS NOTED OTHERWISE.
9. PROVIDE FIRE RATED DAMPERS REQUIRED AT FIRE RATED WALLS.
10. PROVIDE LOCKING THERMOSTAT COVERS AT ALL THERMOSTAT LOCATIONS.
REFLECTED CEILING PLAN NOTES
cP1 NEW CEILING GRID IN ENTRY TO ALIGN WITH EXISTING CORRIDOR GRID
CP2
COORDINATEWITHBULKHEAD AND TO
OF STROUCTUDRAL BEAM CEILING
cPs EXISTING CEILING AND LIGHTING TO REMAIN
8 THREE-WAY SWITCH OPEN OFFICE LIGHTS FROM THESE LOCATION
REFLECTED CEILING
LEGEND
®
NEW BUILDING STANDARD 2' X 4' FLOURESCENT FIXTURE
Q
NEW BUILDING STANDARD INCANDESCENT
RECESSED WALL WASHER FIXTURE
0
NEW BUILDING STANDARD INCANDESCENT
RECESSED FIXTURE
0
NEW BUILDING STANDARD FLUORESCENT
RECESSED FIXTURE
®
NEW EXIT LIGHT WITH INDICATION LIGHT
.jz
$
STANDARD SWITCH
$3
THREE WAY SWITCH
O
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NEW DIMMER SWITCH
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NEW EMERGENCY 24 HOUR BALLAST.
NEW BUILDING STANDARD 2' X 2' SUSPENDED
GRID SYSTEM
GRID
:i
uke
REALTY CORPORATION
600 East 96th Street
Suite 100
Indianapolis, IN 46240
Phone:(317) 808-6000
Fax: (317) 808-6797
CSO
Ard>itedure
Engineering
koeriore
Landscape Architecture
Land Surveying
Six Parkwood Office
600 East 96th Street, Suite 550
Indianapolis, Indiana 46240
317.848.7800
FAX 317.574.0957 @Copyright 2001
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Certified By:
Drawing Number:
3A202
Of Sheets
Duke Job Number:
A/E Job Number:
22061
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ODOOR
17 SECTION
3A501 SCALE: 3" = 1'-0"
GYPSUM BOARD PARTITION ON
METAL STUDS. SEE PARTITION
TYPES AS INDICATED ON CONST.
PLAN.
AND BLOCK AS REQUIRED
!WOOD DOOR FRAME AND STOP,
IN ISH PLAN.
DOOR SCHEDULE FOR ADDITIONAL
INFORMATION.
HED FLOOR
FINISH SCHEDULE FOR ADDITIONAL
RMATION.
SIDELIGHT
13 SECTION
3A501 SCALE: 3" = 1'-0"
GYPSUM BOARD PARTITION ON
METAL STUDS. SEE PARTITION
HARDWOOD JAMB, CASING AND STOP TYPES AS INDICATED ON CONST.
SEE FINISH PLAN FOR FINISH. PLAN.
PROVIDE SHIM AND BLOCKING AS
REQUIRED.
DOOR, SEE DOOR SCHEDULE
2" 6" 2"
1/41'
/4„ 1 /4„
APPLIED HARDWOOD PLINTH AND
PILASTER BELOW. SEE ELEVATIONS
@D0OR & DOOR
18 DETAIL
�10 SCALE: 3"
HARDWOOD JAMB, CASING AND STOP
SEE FINISH PLAN FOR FINISH.
PROVIDE SHIM AND BLOCKING AS —
REQUIRED. I
AND BLOCK AS REQUIRED DOOR, SEE DOOR SCHEDULE,
2"
'WOOD WINDOW CASING. 4" 4"
FINISH PLAN. ODOOR & GLASS
9 DETAIL
3A501 SCALE: 3" = 1'-0"
TEMPERED GLASS
'WOOD WINDOW CASING AND STOP
FINISH PLAN.
AND BLOCK AS REQUIRED
IED FLOOR
FINISH SCHEDULE FOR ADDITIONAL
tMATION.
3/8" TEMPERED GLASS. —
1/4" TEMPERED GLASS.
LINE OF HARDWOOD CASING
TRIM BELOW.
GYPSUM BOARD PARTITION ON
METAL STUDS. SEE PARTITION'
TYPES AS INDICATED ON CONST.
PLAN.
HARDWOOD JAMB, CASING AND STOP —� 2"_ — 6" —
SEE FINISH PLAN FOR FINISH.
PROVIDE SHIM AND BLOCKING AS 1 /4"
REQUIRED. /APPLIED HARDWOOD PLINTH AND
PILASTER BELOW. SEE ELEVATIONS
DGLASS & WALL
10 DETAIL
3A501 SCALE: 3" = 1'-0"
HARDWOOD JAMB, CASING AND STOP
SEE Fe11SH PLAN FOR FINISH.
PROVIDE SHIM AND BLOCKING AS
REQUIRED.
N
W
2" DOOR OPENING
1/4"
APPLIED HARDWOOD BASE, PLINTH
AND PILASTER. SEE ELEVATIONS
@DOOR & WALL
12 DETAIL
3A501 SCALE: 3" = 1'-0"
M11
SHIM AND BLOCK AS REQUIRED
HARDWOOD DOOR FRAME.
SEE FINISH PLAN.
CONTINUOUS 2 X 4 STEEL TUBE
HEADER. PAINT TO MATCH MOOD
COLOR. SEE FINISH PLAN 3A801.
GLASS ENTRY DOORS BY
"BLUMCRAFT" DOOR /640 W/
1/2' THK. CLEAR POLISHED
------TEMPERED- GLASS. (OR -APPROVED
ENTRY DOOR
11 DETAIL
3A501 SCALE: 3" = 1'-0"
cso
FLOOR MOUNTED DOOR STOP:
WALL MOUNTED DOOR STOP:
DOOR
AND FRAME
SCHEDULE
"GLYNN JOHNSON" If FB -16. US -3 FINISH.
"GLYNN JOHNSON" # GJ -60W. US -3 FINISH.
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CLOSER:
LOCKSETS:
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"LCN" #4010 SERIES SMOOTHEE W/H90 OR
"SCHLAGE" D SERIES # D50 -PD
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FRAME
I
H180 HOLD OPEN ARM. (OR APPROVED EQUAL).
W/RHODES LEVER. FINISH # 605. (OR APPROVED EQUAL)
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US -3 FINISH.
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SILENCER:
"SCHLAGE" D SERIES #D1OS
ABBREVIATIONS
WD = WOOD
STN = STAIN
T = TEMPERED GLASS
PB = POLISHED BRASS
AL = ALUMINUM KNOCK DOWN
CG1 = SEE FINISH SPECIFICATIONS
I NOTED = SEE FRAME ELEVATIONS
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"GLYNN JOHNSON" #GJ -66, 4 PAIRS PER DOOR.
W/RHODES LEVER. FINISH #605. (OR APPROVED EQUAL)
3'-0"
8'-0"
DOOR & HARDWARE NOTES
T
T
15/3A501
B T
2" 1
COAT HOOK:
ANGLE STOP:
1/3A501
z
1. ALL LOCK CYLINDERS ARE TO BE KEYED TO BUILDING
"IVES" #405-A3.
"BROOKLINE" #1336 0 HEAD. US -3 FINISH.
OFFICE
3'-0"
AND FLOOR MASTERS. PROVIDE (3) GRAND MASTER
ALL OFFICES TO RECEIVE COAT HOOKS AT STANDARD
FOR ONE WAY OPENING ONLY.
STN
TYPE "A„ ,►B►,
KEYS.
MOUNTING HEIGHT (U.N.O.). FOR SOLID WOOD DOORS
THE
WD
STN
TYPE
T
MOUNT COAT HOOK ON DOOR. FOR GLASS DOORS
ELECTIC STRIKE:
302
SOLID CORE WOOD VENEER DOOR
GLASS ENTRY DOORS
REFERENCE NOTES
MOUNT COAT HOOK ON THE WALL THE DOOR SWINGS
AGAINST.
SPECIFIED BY SECURITY CONTRACTOR
WD
1/2" THICK TEMPERED HEIRCULITE GLASS
THESE NOTES APPLY ONLY WHEN KEYED FROM THE DOOR SCHEDULE.
A
FLOOR LOCK:
WD
"BLUMCRAFT" SERIES #640. (OR APPROVED EQUAL)
DOOR
A. DOOR AND ASSEMBLY SHALL HAVE A 3/4 HR. FIRE RATING.
BUTT HINGES: (NON BALL BEARING)
PLACE THE THUMB TURN ON RECEPTION SIDE AND
303
PROVIDE AND INSTALL ELECTRO -MAGNETIC HOLD OPEN DEVICE,
"E"
4-1/2" X 4-1/2" BRASS PLATED STEEL
2 PAIRS PER DOOR FOR 8'-0" HIGH DOORS.
KEY CYLINDER ON THE LOBBY SIDE. US -3 FINISH.
1-3/4"
15 ELEVATIONS
FAIL-SAFE AND CONNECT TO CLASS SYSTEM. THE G.C.
HINGES SELECTED BY THE G.C.
DUST PROOF STRIKE:
2"
SCALE: N.T.S.
SHALL COORDINATE THE INSTALLATION.
1-1/2 PAIR PER DOOR FOR 7'-0" HIGH DOORS.
"IVES" #489-B3 FINISH (OR APPROVED EQUAL).
1
3A501
B. OMIT COAT HOOK
HINGES SELECTED BY THE G.C.
USE #487 FLUSH PLATE FOR HARD FLOOR APPLICATIONS.
8'-0"
1-3/4"
C. CLOSER WITH 90 DEGREE HOLD OPEN,
USE BALL BEARING HINGES FOR DOORS WITH CLOSERS.
FLOOR CLOSER:
A
2"
WD
D. PROVIDE ASTRAGAL AND COORDINATOR.'
6/3A501
"
RIXON FIREMARK #28 SERIES FOR CENTER HUNG PIVOT
'
E. USE BUILDING STANDARD HARDWARE SPECIFICATIONS.
HARDWARE
DOOR.
8'-0"
1-3/4"
WD
STN
15/3A501
A
2"
F. USE WALL DOOR STOP INSTEAD OF FWOR DOOR STOP.
7 SPECS
DOOR PULLS:
T
1
G. HARDWARE SHALL HAVE SPLIT FINISH. BUILDING STANDARD
SCALE:
-BROOKLINE' #807 (BOTH SIDES 1" ROUND & 10" O.C.)
3'-0"
8'-0"
FINISH ON OUTSIDE, US -3 FINISH ON INSIDE. HINGES SHALL
3A501
STN
15/3A501
i
BE BUILDING STANDARD FINISH IF DOOP SWINGS OUT;
WD
STN
5/3A501
SHIM AND BLOCK AS REQUIRED
US -3 FINISH IF DOOR SWINGS IN. -
308A
'
`14H.
USE EXISTING HARDWARE SPECIFICATIONS.
HARDWARE SET 11 HARDWARE SET #2 HARDWARE SET #3 HARDWARE SET #4 HARDWARE SET #5
HARDWARE SET #6
HARDWOOD DOOR FRAME AND STOP,
I. FURNISH AND INSTALL 90 DEGREE HOLD OPEN. US -3 FINISH.
MANAGER'S OFFICE: WORK ROOM: EXIT DOOR:
CONFERENCE ROOMS: POCKET DOOR:
"STANLEY"
GLASS ENTRY DOORS:
SEE FINISH PLAN.
5/3A501
LOCKSET PASSAGE LATCHSET EXIT LOCKSET
PASSAGE LATCHSET #2842
1/2" THK. TEMPERED GLASS
3088)FACE
J. HOOKBOLT DEADLOCK: "ADAMS RITE" #MS1850SNS1-050
FLOOR DOOR STOP FLOOR DOOR STOP WALL DOOR
STOP FLOOR DOOR STOP TRACK
DOORS BY "BLUMCRAFT"
WD
WITH 4802-03 STRIKE. US -3 FINISH.
SILENCERS SILENCERS SILENCERS
SILENCERS TROLLEY ASSEMBLY
SERIES #640.
WD
FLUSH PULL "IVES" # 223, US -3 FINISH.
BUTT HINGES BUTT HINGES BUTT HINGES BUTT HINGES HANGER ASSEMBLY
FLOOR LOCK
SEE DOOR SCHEDULE FOR ADDITIONAL
POCKET DOOR
COAT HOOK CLOSER W/ HOLD OPEN CLOSER
DOOR GUIDE
DUST PROOF STRIKE
DOOR INFORMATION.
1-3/4'
WD
BUMPER STOP
CLOSER
A
2" 1
WD
FLUSH PULLS
DOOR PULLS
ANGLE STOP
T
1
HARDWARE
310
NORK RM
&DOOR & WALLHARDWARE
14 NATES
SETS
WD
STN
16 DETAIL
A
s
WD
STN
2/3A501
2
311
312
3A501 SCALE: 3" = 1'-0"
�10 SCALE:
3A501 SCALE:
1-3/4"
1-3/4"l
WD
WD
ODOOR
17 SECTION
3A501 SCALE: 3" = 1'-0"
GYPSUM BOARD PARTITION ON
METAL STUDS. SEE PARTITION
TYPES AS INDICATED ON CONST.
PLAN.
AND BLOCK AS REQUIRED
!WOOD DOOR FRAME AND STOP,
IN ISH PLAN.
DOOR SCHEDULE FOR ADDITIONAL
INFORMATION.
HED FLOOR
FINISH SCHEDULE FOR ADDITIONAL
RMATION.
SIDELIGHT
13 SECTION
3A501 SCALE: 3" = 1'-0"
GYPSUM BOARD PARTITION ON
METAL STUDS. SEE PARTITION
HARDWOOD JAMB, CASING AND STOP TYPES AS INDICATED ON CONST.
SEE FINISH PLAN FOR FINISH. PLAN.
PROVIDE SHIM AND BLOCKING AS
REQUIRED.
DOOR, SEE DOOR SCHEDULE
2" 6" 2"
1/41'
/4„ 1 /4„
APPLIED HARDWOOD PLINTH AND
PILASTER BELOW. SEE ELEVATIONS
@D0OR & DOOR
18 DETAIL
�10 SCALE: 3"
HARDWOOD JAMB, CASING AND STOP
SEE FINISH PLAN FOR FINISH.
PROVIDE SHIM AND BLOCKING AS —
REQUIRED. I
AND BLOCK AS REQUIRED DOOR, SEE DOOR SCHEDULE,
2"
'WOOD WINDOW CASING. 4" 4"
FINISH PLAN. ODOOR & GLASS
9 DETAIL
3A501 SCALE: 3" = 1'-0"
TEMPERED GLASS
'WOOD WINDOW CASING AND STOP
FINISH PLAN.
AND BLOCK AS REQUIRED
IED FLOOR
FINISH SCHEDULE FOR ADDITIONAL
tMATION.
3/8" TEMPERED GLASS. —
1/4" TEMPERED GLASS.
LINE OF HARDWOOD CASING
TRIM BELOW.
GYPSUM BOARD PARTITION ON
METAL STUDS. SEE PARTITION'
TYPES AS INDICATED ON CONST.
PLAN.
HARDWOOD JAMB, CASING AND STOP —� 2"_ — 6" —
SEE FINISH PLAN FOR FINISH.
PROVIDE SHIM AND BLOCKING AS 1 /4"
REQUIRED. /APPLIED HARDWOOD PLINTH AND
PILASTER BELOW. SEE ELEVATIONS
DGLASS & WALL
10 DETAIL
3A501 SCALE: 3" = 1'-0"
HARDWOOD JAMB, CASING AND STOP
SEE Fe11SH PLAN FOR FINISH.
PROVIDE SHIM AND BLOCKING AS
REQUIRED.
N
W
2" DOOR OPENING
1/4"
APPLIED HARDWOOD BASE, PLINTH
AND PILASTER. SEE ELEVATIONS
@DOOR & WALL
12 DETAIL
3A501 SCALE: 3" = 1'-0"
M11
SHIM AND BLOCK AS REQUIRED
HARDWOOD DOOR FRAME.
SEE FINISH PLAN.
CONTINUOUS 2 X 4 STEEL TUBE
HEADER. PAINT TO MATCH MOOD
COLOR. SEE FINISH PLAN 3A801.
GLASS ENTRY DOORS BY
"BLUMCRAFT" DOOR /640 W/
1/2' THK. CLEAR POLISHED
------TEMPERED- GLASS. (OR -APPROVED
ENTRY DOOR
11 DETAIL
3A501 SCALE: 3" = 1'-0"
TYP. DOOR/ RAME/SII
ELEVATION
SCALE: NTS
ENTRY Dov
R/FRAME
ELEV TION
3A501 SCALE: NTS
11
� 2 rHD WD.
A60 gp
I (T J
12
I TYP. DOORFRAME
2 ELEVATION
�10 SCALE: NTS
u u BLOCKING
FINISHED CEILING, SEE REFLECTED >
CEILING PLAN FOR SPECIFICATION. HARDWOOD TRIM, SEE FINISH PLAN
' SEE WOOD TRIM DETAILS
PROVIDE SOUND INSULLATION
FULL HEIGHT OF WALL NOTE: PROVIDE SELL POSTS AT ENDS OF
ONE LAYER OF 5/8" THICK GYPSUM
2-1/2" METAL STUDS 24" O.C. WITH
ONE LAYER OF 5/8" THICK GYPSUM
BOARD ON EACH SIDE. 3-5/8" METAL STUDS 24" O.C. WITH
ONE LAYER OF 5/8" THICK GYPSUM
.y
BOARD ON EACH SIDE.
FASTEN METAL RUNNER SECURELY TO FASTEN METAL RUNNER SECURELY TO
SLAB. SEAL AND CAULK AS REQUIRED SLAB.
4" WOOD BASE ON CORRIDOR SIDE 4" WOOD BASE ON LOW HT WALLS (WS1)
4" VINYL BASE ON OFFICE SIDE
REFER TO FINISH SCHEDULE FOR FLOOR REFER TO FINISH SCHEDULE FOR FLOOR
FINISH INFORMATION. FINISH INFORMATION.
--- ,/ >,- - - -- ------ " -PARTITION--TYPE-"W2
PARTITION -TYPE- W1 ------
4 DETAIL 3 DETAIL
3A501 SCALE: 3" = 1'-0" 3A501 SCALE: 3" = 1'-0"
U
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FREALTY CORPORATION
ast 96th Street00
apolis, IN 46240
317 808-6000
317 808-6797
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Ard�edure
EnoneWnq
IM1111riors
DOOR
AND FRAME
SCHEDULE
600 East 96th Street, Suite 550
Indianapolis, Indiana 46240
317.848.7800
FAX 317.574.0957 ®Copyright 2001
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ABBREVIATIONS
WD = WOOD
STN = STAIN
T = TEMPERED GLASS
PB = POLISHED BRASS
AL = ALUMINUM KNOCK DOWN
CG1 = SEE FINISH SPECIFICATIONS
I NOTED = SEE FRAME ELEVATIONS
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300
CORRIDOR
3'-0"
8'-0"
1/2"
T
T
15/3A501
B T
2" 1
AL
PB
1/3A501
z
6
301
OFFICE
3'-0"
8'-0"
1-3/4"
WD
STN
15/3A501
A
2-1
WD
STN
6/3A501
T
1
a W
302
OFFICE
3'-0"
8'-0"
1-3/4"
WD
STN
15/3A501
A
2"
WD
STN
5/3A501
T
1
303
OFFICE
3'-0"
8'-0"
1-3/4"
WD
STN
15/3A501
A
2"
WD
STN
5/3A501
T
1
305
OFFICE
3'-0"
8'-0"
1-3/4"
WD
STN
15/3A501
A
2"
WD
STN
6/3A501
T
1
306
DFFICE
3'-0"
8'-0"
1-3/4"
WD
STN
15/3A501
A
2"
WD
STN
5/3A501
T
1
307
ONFERENCE
3'-0"
8'-0"
1-3/4"
WD
STN
15/3A501
A
2"
WD
STN
5/3A501
T
4
308A
FFICE
3'-0"
8'-0"
1-3/4"
WD
STN
15/3A501
A
2"
WD
STN
5/3A501
T
1
3088)FACE
3'-0"
8'-0"
1-3/4"
WD
STN
15/3A501
A(SIM)
2"
WD
STN
2/3A501 (SIM)
5
POCKET DOOR
309)FACE
3'-0"
1 8'-0"
1-3/4'
WD
STN
15/3A501
A
2" 1
WD
STN
5/3A501
T
1
310
NORK RM
3'-0"
8'-0"
1-3/4"
WD
STN
15/3A501
A
2" 1
WD
STN
2/3A501
2
311
312
CORRIDOR
OFFICE
3'-0"
3'-0"
8'-0"
8'-0"
1-3/4"
1-3/4"l
WD
WD
STN 15/3A501
I STN 15/3A501
A
A(SIM)
2"
2"
WD
WD
STN
STN
2/3A501
2/3A501(SIM)
3
5
1 1
JOOCKET DOOR
TYP. DOOR/ RAME/SII
ELEVATION
SCALE: NTS
ENTRY Dov
R/FRAME
ELEV TION
3A501 SCALE: NTS
11
� 2 rHD WD.
A60 gp
I (T J
12
I TYP. DOORFRAME
2 ELEVATION
�10 SCALE: NTS
u u BLOCKING
FINISHED CEILING, SEE REFLECTED >
CEILING PLAN FOR SPECIFICATION. HARDWOOD TRIM, SEE FINISH PLAN
' SEE WOOD TRIM DETAILS
PROVIDE SOUND INSULLATION
FULL HEIGHT OF WALL NOTE: PROVIDE SELL POSTS AT ENDS OF
ONE LAYER OF 5/8" THICK GYPSUM
2-1/2" METAL STUDS 24" O.C. WITH
ONE LAYER OF 5/8" THICK GYPSUM
BOARD ON EACH SIDE. 3-5/8" METAL STUDS 24" O.C. WITH
ONE LAYER OF 5/8" THICK GYPSUM
.y
BOARD ON EACH SIDE.
FASTEN METAL RUNNER SECURELY TO FASTEN METAL RUNNER SECURELY TO
SLAB. SEAL AND CAULK AS REQUIRED SLAB.
4" WOOD BASE ON CORRIDOR SIDE 4" WOOD BASE ON LOW HT WALLS (WS1)
4" VINYL BASE ON OFFICE SIDE
REFER TO FINISH SCHEDULE FOR FLOOR REFER TO FINISH SCHEDULE FOR FLOOR
FINISH INFORMATION. FINISH INFORMATION.
--- ,/ >,- - - -- ------ " -PARTITION--TYPE-"W2
PARTITION -TYPE- W1 ------
4 DETAIL 3 DETAIL
3A501 SCALE: 3" = 1'-0" 3A501 SCALE: 3" = 1'-0"
U
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FREALTY CORPORATION
ast 96th Street00
apolis, IN 46240
317 808-6000
317 808-6797
i
cso
Ard�edure
EnoneWnq
IM1111riors
Landempe Archkwwre
Land Surveying
Six Parkwood Office
600 East 96th Street, Suite 550
Indianapolis, Indiana 46240
317.848.7800
FAX 317.574.0957 ®Copyright 2001
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42' LOW# WALL TYPICAL AT ALL EXTERIOR SILL & SET IN A CONTINUOUS BEAD OF I
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10 SECTION 9 ELEVATION (`4ELEVATION 3 ELEVATION
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600 East 96th Street
Suite 100
Indianapolis, IN 46240
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FINISH N 0"'T E S
1 . ALL FLOOR TRANSITIONS TO OCCUR IN MIDDLE OF DOORWAY.
2. ALL DOORS TO BE FINISHED TO MATCH EXISTING WOODSTAIN (WS1).
3. ALL DRYWALL BULKHEAD FINISHES TO BE PAINTED - P1
4. CARPET TO CARPET AND/OR CARPET TO HARDSURFACE FLOORING TRANSITIONS
TO BE FEATHERED AS REQUIRED TO PROVIDE A SMOOTH TRANSITION FROM
FINISH TO FINISH
5. VIEW ALL SECTIONS AND DETAILS FOR FURTHER CLARIFICATIONS.
6. PROVIDE MINIBLINDS TO MATCH BUILDING STANDARD AT ALL PERIMETER WINDOWS.
7. ALL WOOD TO BE STAINED WS- 1.
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CARPET AND WALL COVERING IS SUPPLIED BY TENANT
• AND INSTALLED BY CONTRACTOR. PROVIDE TENANT WITH
REQUIRED QUANTITY AND SHIP -TO ADDRESS.
FINISH PLAN NL004)TES.
FN1 EXISTING FINISHES TO REMAIN
FN2 PATCH CARPET AND REPAIR EXISTING FINISHES WHERE NEW POCKET DOOR IS TO BE INSTALLED.
FINISH LEGEND,
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FINISH N 0"'T E S
1 . ALL FLOOR TRANSITIONS TO OCCUR IN MIDDLE OF DOORWAY.
2. ALL DOORS TO BE FINISHED TO MATCH EXISTING WOODSTAIN (WS1).
3. ALL DRYWALL BULKHEAD FINISHES TO BE PAINTED - P1
4. CARPET TO CARPET AND/OR CARPET TO HARDSURFACE FLOORING TRANSITIONS
TO BE FEATHERED AS REQUIRED TO PROVIDE A SMOOTH TRANSITION FROM
FINISH TO FINISH
5. VIEW ALL SECTIONS AND DETAILS FOR FURTHER CLARIFICATIONS.
6. PROVIDE MINIBLINDS TO MATCH BUILDING STANDARD AT ALL PERIMETER WINDOWS.
7. ALL WOOD TO BE STAINED WS- 1.
i NOTE
CARPET AND WALL COVERING IS SUPPLIED BY TENANT
• AND INSTALLED BY CONTRACTOR. PROVIDE TENANT WITH
REQUIRED QUANTITY AND SHIP -TO ADDRESS.
FINISH PLAN NL004)TES.
FN1 EXISTING FINISHES TO REMAIN
FN2 PATCH CARPET AND REPAIR EXISTING FINISHES WHERE NEW POCKET DOOR IS TO BE INSTALLED.
FINISH LEGEND,
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FLOORCOVERINGS
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Drawing Number:
STYLE: 4" COVED BASE
STAIN TO MATCH
Duke Job Number:
LOCATION: OFFICES & WORK RM
KIMBALL FURNITURE'S
22061
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SPECIES: MAHOGANY
FINISH: WS1
PROFILE: SEE 12/3A601
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REALTY CORPORATION
600 East 96th Street
Suite 100
Indianapolis, IN 46240
Phone: �317
317) 808-6000
Fax: ) 808-6797
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Six Parkwood Office
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Indianapolis, Indiana 46240
317.848.7800
FAX 317.574.0957 ®Copyright 2001
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Drawing Number:
3A801
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A/E Job Number:
22061
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ELECTRICAL PLAN
SCALE: 1/8" = V-0"
ELECTRICAL NOTES -
1
E.C. TO COORDINATE ELECTRICAL REQUIREMENTS FOR SPECIAL EQUIPMENT
WITH TENANT.
2. E.C. TO PROVIDE JUNCTION BOXES AT TELEPHONE AND
COMPUTER LOCATIONS AS INDICATED ON PLANS. COMPLETE
TELEPHONE AND COMPUTER SYSTEMS (MATERIAL & LABOR)
ARE PROVIDED BY TENANT UNLESS OTHERWISE INDICATED.
3. ALL CONDUCTORS SHALL BE INSTALLED IN CONDUIT.
4. E.C. TO INSURE DEDICATED OUTLET TYPES TO BE COMPATIBLE
WITH EQUIPMENT
5. FURNITURE SHOWN ON PLAN FOR REFERENCE ONLY.
6. ALL DATA/TELEPHONE CONDUITS TO BE INSTALLED IN 1" CONDUIT.
7. ALL RECEPTACLES REMOVED FROM EXISTING WALLS SHALL HAVE
DRYWALL PATCHED AND REPAIRED PRIOR TO INSTALLATION OF WALL FINISHES.
8. WALL MOUNTED OUTLETS TO BE MOUNTED @ 18" A.F.F. UNLESS
OTHERWISE NOTED.
9. OUTLETS IN LOW HEIGHT WALLS TO BE RUN HORIZONTALLY IN CONDUIT
FROM NEAREST FULL HEIGHT WALL.
ELECTRICAL PLAN NOTES.
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PROVIDE 20 AMP POWER FOR COPIER.
ELECTRICAL LEGEND-
SYMBOL
DESCRIPTION
NEW DUPLEX WALL OUTLET
NEW QUADRAPLEX WALL OUTLET
D NEW DEDICATED WALL OUTLET
® NEW QUAD PHONE/DATA DOUBLE GANG WALL OUTLET (BOX AND PULL STRING)
INSTALLED IN 1" CONDUIT MINIMUM
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CORPORATION
st 96th Street
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olis, IN 46240
317) 808-6000
317) 808-6797
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Land Surveying
Six Packwood Office
600 East 96th Street, Suite 550
Indianapolis, Indiana 46240
317.848.7800
FAX 317.574.0957 @Copyright 2001
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22461
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