The URL can be used to link to this page

Home My WebLink About08060046.18INSTRUCTIONS BEFORE SUBMITTING A BID, EACH BIDDER SHALL CAREFULLY READ THE SPECIFICATION AND ALL OTHER CONTRACT DOCUMENTS, AND VISIT THE SITE OF WORK EACH BIDDER SHALL FULLY INFORM HIMSELF PRIOR TO BIDDING AS TO ALL EXISTING CONDITIONS AND LIMITATIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND HE SHALL INCLUDE IN HIS BID A SUM TO COVER THE COST OF ALL ITEMS NECESSARY TO PERFORM THE WORK AS SET FORTH IN THE CONTRACT DOCUMENTS. NO ALLOWANCE WILL BE MADE TO ANY BIDDER BECAUSE OF LACK OF SUCH EXAMINATION OR KNOWLEDGE. THE SUBMISSION OF A BID SHALL BE CONSTRUED AS CONCLUSIVE EVIDENCETHAT THE BIDDER HAS MADE SUCH EXAMINATION. ANY BIDDER MAY BE REQUIRED TO FURNISH EVIDENCE SATISFACTORY TO THE OWNER THAT THEY HAVE SUFFICIENT MEANS AND EXPERIENCE IN THE TYPES OF WORK CALLED FOR TO ,ASSURE COMPLETION OF THE CONTRACT IN A SATISFACTORY MANNER IF AFTER REVIEW OFCONTRACT DOCUMENTS AND SPECIFICATIONS, A BIDDER WISHES NOT TO BID, THEY MUST NOTIFY THE CONTRACT ADMINISTRATOR IN WRITING FIVE (5) DAYS OR AS SOON AS POSSIBLE PRIOR TO THE BID DUE DATE. ANY BIDDER MAY WITHDRAW HIS BID, BUT MUST DO SO BY WRITTEN REQUEST, WHICH MUST BE RECEIVED BY THE OWNER PRIOR TO THE SCHEDULE TIME FOR OPENING BIDS. NO BIDDER MAY WITHDRAW HIS BID FOR A PERIOD OF 60 DAYS SIFTER THE DATE SET FOR OPENING THERE OF, AND ALL BIDS SHALL BE SUBJECT TO ACCEPTANCE BY THE OWNER DURING THIS PERIOD. THE CONTRACT WILL BE AWARDED TO THE LOWEST RESPONSIBLE BIDDER THE LOWEST RESPONSIBLE BIDDER WILL BE DETERMINED AT THE DISCRETION OF THE OWNER IF IN THE OPINION OF THE OWNER THE ACCEPTANCE OF THE BID REFLECTING THE LOWEST PRICE IS NOT IN THE BEST INTEREST OF THE OWNER THE OWNER MAY ACCEPT ANOTHER PROPOSAL OR MAY REJECT ANY OR ALL PROPOSALS AND WAIVE ANY INFORMALITY IN BIDS OR BIDDING. THE FORM OF AGREEMENT WHICH THE SUCCESSFUL BIDDER AS CONTRACTOR WILL BE REQUIRED TO EXECUTE, IS INCLUDED IN THE CONTRACT DOCUMENTS AND MUST BE CAREFULLY EXAMINED BY EACH BIDDER IN ADDITION TO THE AGREEMENT, THE CONTRACT MAY INCLUDE A PROVISION AGAINST FILING OF MECHANICS LIENS AND BECOME A NO -LIEN CONTRACT. THE BIDDER TO WHOM THE THE CONTRACT IS AWARDED BY THE OWNER SHALL, WITHIN 10 DAYS AFTER NOTICE OF AWARD AND RECEIPT OF AGREEMENT FORMS FROM THE OWNER SIGN AND DELIVER TO THE OWNER ALL REQUIRED COPIES OF THE AGREEMENT. AT OR PRIOR TO DELIVERY OF SIGNED AGREEMENT, THE CONTRACTOR SHALL DELIVER TO THE OWNER PERFORMANCE BOND AND LABOR AND MATERIALS PAYMENT BOND, IF REQUIRED, AND THE POLICIES OF INSURANCE OR INSURANCE CERTIFICATES OF INSURANCE SHALL BE APPROVED BY THE OWNER BEFORE THE SUCCESSFUL BIDDER MAY PROCEED WITH THE WORK PROOF OF INSURANCE FOR STORED MATERIALS SHALL BE PROVIDED. FAILURE OR REFUSAL TO FURNISH BONDS OR INSURANCE POLICIES OR CERTICATES IN THE FORM SATISFACTORY TO TO THE OWNER SHALL SUBJECT THE BIDDER TO LOSS OF TIME FROM THE ALLOWABLE CONSTRUCTION PERIOD EQUAL TO THE TIME OF DELAY IN FURNISHING THE REQUIRED MATERIAL. IF ANY PERSON CONTEMPLATING SUBMITTING A BID FOR THE SERVICES IS IN DOUBT AS TO THE TRUE MEANING OF ANY PART OF THE CONTRACT DOCUMENTS, OR FINDS DISCREPANCIES IN OR OMISSIONS FROM ANY PART OF THE CONTRACT DOCUMENTS, HE MAY SUBMIT TO THE CONTRACTOR ADMINISTRATOR A WRITTEN REQUEST FOR AN INTERPRETATION OR CORRECTION THEREOF NOT LATER THAN THREE DAYS BEFORE THE BIDS WILL BE OPEN ADDRESS ALL COMMUNICATIONS REGARDING INTERPRETATION OF THE WORK TO THE ARCHITECT. ADDRESS ALL QUESTIONS TO THE ARCHITECT VIA EMAIL. ALL OTHER CORRESPONDENCE WILL NOT BE ACCEPTED. ANY INTERPRETATION OR CORRECTION OF THE CONTRACT DOCUMENTS WILL BE MADE ONLY BY ADDENDUM AND WILL BE MAILED OR DELIVERED TO EACH BIDDER OF RECORD. THE OWNER WILL NOT BE RESPONSIBLE FOR ANY OTHER EXPLANATIONS OR INTERPRETATIONS OF THE CONTRACT DOCUMENTS. BIDDER SHALL BE REQUIRED TO INCLUDE ALL STATE AND LOCAL TAXES REQUIRED BY LAW IN HIS PROPOSAL. GENERAL REQWREMENTS- SUMMARY OF WORK THE CONTRACTOR MUST COORDINATE ALL SCHEDULING OF CONSTRUCTION WITH THE OWNER CONSTRUCTION ACTIVITIES AND OPERATIONS SHALL BE DEFINED AS THE PROJECT AREA INDICATED ON THE DRAWINGS. ACCESS TO THE SITE IS TO BE AVAILABLE TO THE OWNER AND THE ARCHITECT AR ALL TIMES. THE INTENT IS FOR A COMPLETE AND FINISHED JOB. SOME FINISHES MAY HAVE TO OCCUR BEYOND THE LIMITS. SCHEDULING OF OPERATIONS: NO WORK SHALL BEGIN UNTIL THE OWNER HAS NOTIFIED ALL PRIME CONTRACTORS IN WRITING TO BEGIN THE WORK CONTRACT REQUIREMENTS THE CONTRACT DOCUMENTS INDICATE THE GENERAL ARRANGEMENT AND SCOPE AND IF ANY DEVIATIONS ARE NECESSARY, SUCH DEVIATIONS SHALL BE MADE IN WRITING TO THE ARCHITECT FOR APPROVAL. THE ARCHITECT RESERVES THE RIGHT TO MAKE MINOR CHANGES (MAX OF 10' -09 IN LOCATION OF DEVICES SYSTEMS, OR EQUIPMENT PERMITS AND FEES: THE CONTRACTOR SHALL PAY FOR ALL PERMITS AND FEES INCLUDING THE GENERAL BUILDING PERMIT ALL WORK MUST BE IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL LAWS, ORDINANCES, AND RULES DEALING WITH THE WORK ALL SUCH LAWS, ORDINANCES AND RULES ARE HEREBY MADE A PART OF THIS SPECIFICATION BY REFERENCE. JOB SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR CONTRACTOR SHALL PROTECT EXISTING AND NEW CONSTRUCTION, UTILITIES FROM DAMAGE DURING CONSTRUCTION OPERATIONS AND SHALL REPAIR/REPLACE ANY SUCH DAMAGE AT NO ADDITIONAL COST TO THE OWNER GENERAL CONSTRUCTION SPECIFICATIONS THESE SPECIFICATIONS COVER CERTAIN PARTS OF THE GENERAL CONSTRUCTION PORTION OF T14E PROJECT AS DESIGNED BY TGS ARCHITECTS, INC., 6535 FERWSON STREET, INDIANAPOLIS, INDIANA 46220,31-1-256-34-15. INCLUDED N THE SCOPE OF WORK COVERED BY THESE DRAWINGS AND SPECIFICATIONS IS THE INTERIOR REMODEL BELTWAY SURGICAL CENTER AT SPRINGMILL MEDICAL OFFICE BUILDING THE PROJECT OWNER IS BELTWAY SURGICAL CENTER AT 203 WEST 103RD, INDIANAPOLIS, IN 46350. THE GENERAL CONDITIONS GOVERNING THE WORK WILL BE AIA DOCUMENT A201, ISS1 EDITION. INSTRUCTIONS TO BIDDERS, SUPPLEMENTARY CONDITIONS AND OTHER BIDDING DOCUMENTS FOR THE PROJECT WILL BE ISSUED BY THE ARCHITECT AS REQUIRED. CONSTRUCTION SCHEDULE WITHIN TEN DAYS AFTER RECEIPT OF THE CONTRACT SUBMIT ONE REPRODUCIBLE COPY OF A PRELIMINARY ACTIVITIES SCHEDULE. GRAPHICALLY SHOW THE ORDER AND INTERDEPENDENCE OF ALL ACTIVITIES NECESSARY TO COMPLETE THE WORK AND SEQUENCE IN WHICH EACH ACTIVITY IS TO BE ACCOMPLISHED. ACTIVITIES TO SHOW A. MOBILIZATION B. SUBMITTALS AND APPROVAL OF SHOP DRAWINGS. C. FABRICATION OF SPECIAL MATERIALS D. FINAL CLEAN E. FINAL INSPECTION F. ALL ACTIVITIES BY OTHERS WHICH AFFECT THE SCHEDULE OPERATING AND MAINTENANCE MANUAL FURNISH THREE COPIES OF OPERATING AND MAINTENANCE MANUAL TO THE OWNER FOR ALL EQUIPMENT, MATERIAL, AND SYSTEMS INSTALLED IN A 3 RINGED HARD BACK LOOSE LEAF BINDER WITH INDEX AND SECTION DIVIDERS. CONTENTS (TO INCLUDE BUT NOT LIMITED TO). 1. VENDORS AND LISTING NCLUDNG NAMES, ADDRESSES, AND TELEPHONE 2. MANUFACTURES PUBLISHED LITERATURE. 3. LISTS AND LOCATIONS OF CIRCUITS, VALVES, DAMPERS, ETC. 4. INSTRUCTIONS ON OPERATIONS AND MAINTENANCE 5. REPLACEMENT PART INFORMATION 6. GUARANTEES AND WARRANTIES ISSUED. 1. SHOP DRAWINGS WITH ALL DATA CONCERNING CHANGES MADE DURING CONSTRUCTION. SCHEDULE OF VALUES SUBMIT SEVEN DAYS AFTER CONTRACT AWARD SCHEDULE OF VALVES WHICH WILL INCLUDE AN ITEMIZED COST BREAKDOWN REFLECTING GROSS CONSTRUCTION COSTS. USE AIA DOCUMENT G103. EACH ITEM SHALL BE THE ASSIGNED VALUE FOR THAT PORTION OF WORK IT SHALL INCLUDE CONTRACTOR'S MARKUP, APPLICABLE PORTION OF SUPERINTENDENTS DRAW ETC. OVERHEAD, AND PROFIT. THIS WILL BE USED IN EVALUATING MONTHLY APPLICATIONS FOR PAYMENT. MED GASES CHECK MEP GAS OUTLETS - CONNECTIONS TO MATCH CLARION. G.C. TO COORDINATE AND VERIFY AS REQUIRED. RY FAGIL IT1�8 AND CONTROLS TEMPORARY FACILITIES AND CONTROLS REQUIRED FOR THIS WORK INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO: HEATING, VENTILATION, WATER SANITARY FACILITIES, CONSTRUCTION AIDS, CLEANING DURING CONSTRUCTION, PRODUCT HANDLING, UTILITIES, TEMPORARY ENCLOSURES, TRASH REMOVAL PARKING, DUMPSTER COMPLIANCE WITH ALL REQUIREMENTS OF PERTINENT SAFETY REGULATIONS IS DESCRIBED IN THE GENERAL CONDITIONS OF THE CONTRACT. SIUBCONTRATOR EQUIPMENT NORi'1ALLY SUPPLIED BY INDIVIDUAL TRADES IN EXECUTION OF THEIR OWN PORTION OF THE WORK IS NOT PART OF THIS SECTION. SEE DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INSTALLATION AND HOOK -UP OF VARIOUS UTILITY LINES. USE ALL MEANS NECESSARY TO MAINTAIN TEMPORARY FACILITIES AND CONTROLS IN PROPER AND SAFE CONDITION THROUGHOUT PROGRESS OF THE WORK OWNER SHALL PROVIDE AND PAY ALL COSTS FOR ALL GAS, ELECTRICITY AND WATER REQUIRED FOR PERFORMANCE OF THE WORK FURNISH, INSTALL AND MAINTAIN FOR THE DURATION OF THE CONSTRUCTION ALL REQUIRED SCAFFOLD, TARPAULNS, BARRICADES, CANOPIES, TENTING, DUST PROOF ENCLOSURES, WARNING SIGNS, STEPS, BRIDGES, PLATFORMS, AND OTHER TEMPORARY CONSTRUCTION NECESSARY FOR PROPER COMPLETION OF THE WORK N COi"IPLIANCE WITH ALL PERTINENT SAFETY AND OTHER REGULATIONS. MAINTAIN ALL TEMPORARY FACILITIES AND CONTROLS AS LONG AS NEEDED FOR THE SAFE AND PROPER COMPLETION OF THE WORKi REMOVE ALL SUCH TEMPORARY FACILITIES AND CONTROLS AS RAPIDLY AS PROGRESS OF THE WORK WILL PERMIT OR AS DIRECTED BY THE PROJECT MANAGER PARKING FACILITIES WILL NOT BE PROVIDED FOR THE CONTRACTOR, SUBCONTRACTORS, OR THEIR EMPLOYEES. PROJECT CLOSE OUT WHEN THE CONTRACTOR CONSIDERS THE WORK SUBSTANTIALLY COMPLETE, HE SHALL SEND THE ARCHITECT AND OWNER NOTICE OF SUBSTANTIAL COMPLETION. ATTACH TO THE NOTICE THE CONTRACTOR PUNCH LIST, UPON RECEIPT THE ARCHITECT SHALL SCHEDULE A PRELIMINARY INSPECTION. AFTER UNACCEPTABLE OR INCOMPLETE WORK HAS BEEN CORRECTED CONTRACTOR SHALL NOTIFY ARCHITECT WHO WILL SCHEDULE A FINAL INSPECTION. SHOULD THE ARCHITECT DETERMINE THE WORK IS SUBSTANTIALLY COMPLETE A CERTIFICATE OF SUi°3STANTIAL COMPLETION. THE OWNER MAY ASSUME OCCUPANCY UPON RECEIPT OF CERTIFICATE OF SUBSTANTIAL COMPLETION. AS BUILT DRAWINGS THE CONTRACTOR BEFORE FINAL ACCEPTANCE AND PAYMENT BY THE OWNER SHALL SUBMIT ONE SET OF PRINTS OF THE CONTRACT DRAWINGS TO THE ARCHITECT, CLEARLY SHOWING IN RED ALL SIGNIFICANT CHANGES MADE TO THE WORK DURING THE PROGRESS OF CONSTRUCTION. GLEANING PROVIDE ALL REQUIRED PERSONNEL EQUIPMENT, AND MATERIAL NECESSARY TO MAINTAIN THE SPECIFIED STANDARD OF CLEANLINESS. WEEKLY, AND MORE OFTEN IF NECESSARY INSPECT AND PICK UP SCRAP, DEBRIS, AND WASTE MATERIAL. DUST CONTROLS MUST BE MAINTAINED THROUGHOUT CONSTRUCTION. SWEEP ALL INTERIOR SPACES CLEAN. IMi'1EDIATELY PRIOR TO THE DATE SET FOR THE ARCHITECTS' PRELIMINARY INSPECTION REMOVE ALL DEBRIS, VACUUM ALL FLOORS, AND LEAVE OTHER SURFACES DUST FREE AND CLEA%L FINAL CLEANING, CONTRACTOR SHALL PROVIDE A LEVEL OF CLEANLINESS GENERALLY PROVIDED BY COMMERCIAL BUILDING MAINTENANCE SUBCONTRACTORS. CAST -IN -PLACE CONCRETE CONCRETE WORK SHALL CONFORM TO THE FOLLOWING CODES, SPECIFICATIONS AND STANDARDS: • ACI 316 -05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY' • CRSI MANUAL OF STANDARD PRACTICE 21TH EDITION' • CRSI DESIGN HANDBOOK 2002 STH EDITION' THE FOLLOWING ITEMS ARE ADDITIONS AND /OR MODIFICATIONS TO THE CODES, SPECIFICATIONS AND STANDARDS NOTED ABOVE. CONCRETE FOR SLABS TO BE 350OPS1, FOUNDATIONS AND OTHER WORK SHALL BE MINIMUM 3000 PSI AT 28 DAY TEST WITH 4 INCH MAXIMUM SLUMP. CONCRETE FOR EXTERIOR WALLS AND FLAT WORK SHALL BE MINIMUM, 4~ PSI AT 28 DAY TEST WITH 4 INCH MAXIMUM SLUMP AND 6% AIR - ENTRAINMENT, PLUS OR MINUS 1 %. CEMENT FOR ALL CONCRETE SHALL BE TYPE I, MAXIMUM COURSE AGGREGATE SIZE SHALL BE 1 INCH. EXCEPT FOR AIR- ENTRANMENT, ADMIXTURES SHALL NOT BE USED. PROVIDE THE MINIMUM THICKNESS OF COMPACTED GRANULAR FILL SHOWN ON THE DRAWINGS UNDER ALL INTERIOR FLOOR SLABS PLACED ON GRADE. FILL SHALL BE COMPACTED TO 95% OF ITS MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT, AS DETERMINED BY THE MODIFIED PROCTOR TEST, ASTM 0-1551. ALL GRANULAR FILL MATERIAL PLACED UNDER FLOOR SLABS SHALL BE GOOD, CLEAN MATERIAL WITH LESS THAN 5% PASSNG A 0100 SIEVE A 6 MIL POLYETHYLENE VAPOR BARRIER SHALL BE PLACED ON TOP OF THE GRANULAR FILL N ALL INTERIOR SLAB AREAS. LAPS SHALL BE A MINIMUM OF 6 INCHES. TURN UP VAPOR BARRIER AT ALL VERTICAL SURFACES. ELECTRICAL CONDUITS OR OTHER UNDERFLOOR PIPES, DUCTS OR RACEWAYS SHALL BE PLACED WITHIN THE GRANULAR FILL SUCH THAT A MINIMUM 2 INCH DEEP COVER IS PROVIDED. REINFORCING STEEL SHALL CONFORM TO ASTM A -615, GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185 AND SHALL BE PLACED IN ALL SLABS, EXTENDING THROUGH ALL CONSTRUCTION AND CONTROL JOINTS UNLESS OTHERWISE SHOWN. NYCON IS AN APPROVED EQUIVALENT. EXPANSION MATERIALS SHALL BE NON- EXTRUDING TYPE FOR ALL INTERIOR AND EXTERIOR WORK, 1/2 INCH THICK X WIDTH REQUIRED, AGAINST ALL VERTICAL SURFACES AND WH ERE OTHERWISE SHOWN. CONSTRUCTION JOINTS IN SLABS SHALL BE OF 24 GAUGE GALVANIZED STEEL WITH KEY WAY, INSTALLED FOR PERMANENT INSTALLATION. AN EQUIVALENT TO A FORMED KEY WAY SHALL BE 04 SMOOTH DOWELS, 12' LONG, AT 24' ON CENTER CONTROL JOINTS IN SLABS SHALL BE A CONTINUOUS 1/8 INCH WIDE X I INCH DEEP CONTINUOUS SAW CUT. THICKEN SLABS AT ALL CONTROL JOINTS. INTERIOR AND EXTERIOR FLAT WORK SHALL BE CURED USING A COMPOUND EQUAL TO SONNEBORN WURE -N- SEAL', COMPATIBLE WITH FINISH MATERIALS APPLIED TO FNISHED FLOOR SLABS. APPLY CURING COMPOUND IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. INTERIOR FLAT WORK SHALL RECEIVE A STEEL TROWEL FINISH, EXTERIOR FLAT WORK SHALL RECEIVE A LIGHT BROOM FINISH. METALS METAL SCREW TYPE STUDS FOR INTERIOR WALLS SHALL BE DEPTH AS SHOWN ON DRAWINGS. GAAGE TO BE 25 UNLESS NOTED OTHERWISE. SPACING TO BE 16' ON CENTER UNLESS NOTED OTHERWISE. STANDARD FLOOR AND CEILING TRACKS SHALL BE USED. WALLS SHALL BE BRACED AS REQUIRED OR SHOUN TO MAINTAIN STRAIGHTNESS. CARPENTRY CONSTRUCTION LUMBER SHALL BE EQUAL TO DOUGLAS FIR OR 02 HEM FIR KILN DRIED TO A MOISTURE CONTENT OF 19% OR LESS. DRESSED LUMBER SHALL BE RED OAK POPLAR CLEAR WHITE PINE OR BIRCH, KILN DRIED TO A MOISTURE CONTENT OF 15% OR LESS AND FIRE TREATED. LUMBER USED FOR BLOCKING, CURBS, CANTS, ETC, SHALL BE FIRE TREATED WHERE REQUIRED BY CONSTRUCTION TYPE OR WHERE N CONTACT WITH THE ELEMENTS SHALL BE EQUAL TO 02 SOUTHERN PINE (15% MOISTURE CONTENT) PRESERVATIVE TREATED. PLYWOOD FOR BLOCKING SHALL BE C -C INT APA WITH EXTERIOR GLUE AND FIRE TREATED WHERE REQUIRED BY CONSTRUCTION TYPE. PROVIDE BLOCKING AS REQUIRED N WALLS, PARTITIONS, ETC, TO RECEIVE HARDWARE, OR OTHER MISCELLANEOUS FASTENINGS. MILLWORK TO COMPLY WITH ALL PERTINENT CODES AND REGULATIONS, ALSO COMPLY WITH 'ARCHITECTURAL WOODWORK QUALITY STANDARDS, GUIDE SPECIFICATION AND QUALITY CERTIFICATION PROGRAM, PUBLISHED BY THE ARCHITECTURAL WOODWORK INSTITUTE. ALL INTERIOR WORK SHALL CONFORM TO PREMIUM GRADE. INTERIOR AWI QUALITY GRADE: PREMIUM GRADE FOR TRANSPARENT FINISH. EXTERIOR- QUALITY GRADE: ECONOMY GRADE FOR OPAQUE FINISH. CUSTOM CASEWORK SHALL BE FABRICATED IN ACCORDANCE WITH ARCHITECTURAL WOODWORIGNG NSTITUTE'S PREMIUM GRADE QUALITY STANDARD. CONTRACTOR SHALL COORDINATE LOCATION OF BLOCKING BEHIND ALL CASEWORK MOUNTING. IT IS SUBCONTRACTOR'S RESPONSIBILITY TO FIELD MEASURE TO ASSURE PROPER FIT. PLASTIC LAMINATE TO BE EQUAL TO FORMICA GENERAL. PURPOSE - THICKNESS .05' FINISH SUEDE, VERTICAL SURFACING - THICKNESS 373' FINISH SUEDE, CABINET LINER THICKNESS jV35' MATERIAL MELAMINE. CORE BOARD SHALL BE 3/4' THREE -PLY, FINE- SURFACED, MEDIUM- DENSITY FIBER BOARD. BACK AND DRAWER BOTTOM TO 1/4'. SHELVES OVER 36' TO BE 1' FLUSH OVER LAY DESIGN. COLORS TO BE SPECIFIED BY TENANT FRON STD. COLORS. HARDWARE - HEAVY DUTY INSTITUTIONAL QUALITY 1. DRAWER SLIDES: ACCURIDE 3832 2. FILE DRAWER SLIDES: ACCURIDE 3640 3. KEYBOARD SLIDES: ACCURIDE 2009 4. SHELF STANDARDS: HAFELE 'EX- CELLENT H' 018223.125 - CABINET MOUNTED 5. SHELF STANDARDS: K4V 186ANO OR iS1ANO - 81 STANDARDS - WALL MOUNT 6. GROMMETS. HAFELE 429.5932 1. HINGES, CONCEALED: GRASS 3900 SERIES S. PULLS, WIRE: STANLEY 4484 S. CATCH, MAGNETIC: STANLEY SP46 10. CATCH, SPRING: HAFELE 245.55.913 II. BRACKET, COUNTER: STANLEY 196 12, CLOTHES ROD: K4V 1105 AND 164 C 4R FLANGES TWO HINGES PER DOOR UP TO 35 1/2'14 THREE HINGES PER DOOR 35 1/2'H TO 63'14 THERMAL PROTECTION FIBERGLASS WALL INSULATION SHALL BE 3 -5/8 (R-11) OR 6 INCH (R -19) THICK KRAFT FACED BATTS AS SHOWN, WITH KRAFT VAPOR BARRIER AT EXTERIOR WALL CONDITIONS, AND UNFACED FRICTION -FIT BATTS AT ALL OTHER CONDITIONS. APPLY VAPOR BARRIER ON WARM SIDE OF WALL. DRYWALL GYPSUM WALLBOARD SHALL BE EQUAL TO USG 'SHEET ROCK', 48 INCHES WIDE X THICKNESS AND FIRE RATING SHOWN, WITH TAPERED EDGES. USE WALLBOARD OF MAXIMUM LENGTH TO MINIMIZE END JOINTS. END JOINTS SHALL OCCUR OVER STUDS OR BLOCKING. APPLY WALLBOARD WITH LENGTH OF BOARDS HORIZONTAL. APPLY JOINT TAPE AND SPACKLING COMPOUND IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SAND JOINTS SMOOTH WITH SURROUNDING WALLBOARD SURFACE. SCREW GYPSUM WALLBOARD TO STUDS OR OTHER FRAMING MEMBERS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. JOINT CEMENT AND REINFORCING TAPE SHALL BE MANUFACTURER'S STANDARD. METAL TRIM SHALL BE EQUAL TO USG METAL TRIM AS NOTED BELOW: CORNER BEAD: USG 'DUR -A -BEAD' METAL TRIM (SPACKLE -IN TYPEA USG 0100 -8 METAL TRIM 0 -MOULD TYPE). USG 0400 CONTROL JOINT: USG 1053 AT 32 FEET ON CENTER MAXIMUM. FiRE STOPPING MEET REQUIREMENTS OF ASTM E -814 THROUGH PENETRATION FIRE TEST BY A NATIONALLY RECOGNIZED TESTING AGENCY. INSTALLER SHALL SPECIALIZE IN FIRE STOPPING WITH NO LESS THAN ONE YEAR EXPERIENCE AND APPROVED BY THE MANUFACTURER WORK SHALL BE COORDINATED WITH ALL OTHER TRADES. ACCEPTABLE MANUFACTURER'S A. PENTRATION SEALANTS 1. DOW CORNING FIRE STOP FOAM AND FIRE STOP SEALANT 2.3M BRAND FIRE BARRIER CAULK B. INTUMESCENT SEALANTS 1. DOW CORNING FIRE STOP INTUMESCENT WRAP STRIP 2.3M BRAND FIRE CAULK HOLLOW METAL DOORS AND FRAMES HOLLOW METAL FRAMES TO BE WELDED COLD ROLLED STEEL, OF GAUGES LISTED, HAVING ADJUSTABLE BASE ANCHORS AND THREE STUD ANCHORS PER JAMB. FRAMES SHALL BE MORTISED AND REINFORCED TO RECEIVE REQUIRED HARDWARE. STRIKE JAMBS SHALL HAVE THREE RUBBER SILENCERS. FRAMES SHALL BE BONDERIZED AND SHALL RECEIVE ONE SHOP COAT OF PRIMER INTERIOR FRAMES: 18 GAUGE HOLLOW METAL DOORS SHALL BE FULL FLUSH, MULTI -RIB CONSTRUCTION, MORTISED AND REINFORCED TO RECEIVE REQUIRED AND /OR LISTED HARDWARE. EXTERIOR DOORS SHALL HAVE A POLYSTYRENE CORE. DOORS SHALL BE BONDERIZED AND SHALL RECEIVE ONE SHOP COAT OF PRIMER PROVIDE VISION PANELS AS INDICATED. GAUGE OF DOORS SHALL BE AS FOLLOWS: INTERIOR DOORS: 20 GAUGE DOOR HARDWARE, SPECIALTY DOORS, AND OVERHEAD DOORS SHALL BE AS SPECIFIED ON DRAWINGS. FLUSH WOOD DOORS FLUSH WOOD DOORS TO BE EQUAL TO MARSHFIELD DPC -1 (5 -PLY CONSTRUCTIONA TIMBLEND PARTICLE BOARD COREt PLAIN SLICED RED OAK FACE, PREMIUM SELECT VENEER WITH HARDWOOD VENEER CROSSBAND. HARDWOOD TOP, SIDE AND BOTTOM EDGES TO MATCH FACE VENEER OPENINGS FOR LOUVERS OR GLASS LIGHTS SHALL BE SHOP MADE1 USE WOOD MOLDINGS FOR GLASS LIGHT FRAMES. FACTORY OR FIELD FINISH SATIN GLOSS TOPCOAT. PREFINISHED DOORS MAY BE APPROVED EQUAL. SUBMIT COLOR SAMPLE TO ARCHITECT. ALUMINUM ENTRANCES AND STOREFRONTS ALUMINUM ENTRANCE DOORS SHALL BE EQUAL TO KAWNEER SERIES 350 MEDIUM STILE ALUMINUM /GLASS DOORS, SINGLE GLAZED, OF SIZES SHOWN. ALUMINUM MEMBERS SHALL HAVE EITHER A CLEAR ANOODIZED OR MANUFACTURER'S STANDARD FACTORY APPLIED FLUOROPON ARCHITECTURAL COATING COhFOWING TO THE REQUIREMENTS OF AAMA 6052. COLOR TO BE SELECTED BY ARCHITECT. DOORS AND FRAMING SYSTEM SHALL BE REINFORCED AS REQUIRED TO RECEIVE LISTED HARDWARE. ENTRANCE DOORS HALL HAVE PIVOTS, CLOSER WEATHERSTRIPPING, THRESHOLD, STANDARD PUSH/PULLS, EXTERIOR CYLINDER AND INTERIOR THUMB TURN. ALUMINUM STOREFRONT SYSTEM SHALL BE EQUAL TO KAWNEER TRIFAB 11 450 SINGLE GLAZED. MULLIONS SHALL BE REINFORCED AS REQUIRED TO MEET LOCAL BUILDING CODE WIND LOAD REQUIREMENTS. ALUMINUM MEMBERS SHALL HAVE EITHER A CLEAR ANODIZED OR MANUFACTURER'S STANDARD FACTORY APPLIED FLUOROPON ARCHITECTURAL COATING CONFORMING TO THE REQUIREMENTS OF AAMA 6052. COLOR SHALL BE TO BE SELLECTED BY ARCHITECT. SIPART, INSIDE SLIDE TRACKLESS DOORS SHALL BE EQUAL TO TORMAX TX9600TL MANUAL UNIT CLEAR ANODIZED STANDARD FRAME FINISH WITH VINYL WEATHER STRIPPING. GLAZING FOR ALUMINUM ENTRANCE AND TRACKLESS DOORS SHALL BE 1/4 INCH THICK CLEAR TEMPERED PLATE GLASS AS SHOWN AND REQUIRED BY CODE. GLAZING FOR ALUMINUM STOREFRONT SYSTEM SHALL BE 1/4 INCH THICK CLEAR TEMPERED OR NON - TEMPERED GLASS AS SHOWN AND REQUIRED BY CODE. CAULKING, AS SPECIFIED ELSEWHERE IN THESE SPECIFICATIONS, IS INCLUDED IN THIS SECTION OF WORK ALL GLASS ENTRANCES SYSTEMS BUTT GLAZZED ALL GLASS ENTRANCE SYSTEMS TO BE EQUAL TO OLD CASTLE GLASS TO AND BOTTOM FRAME OF MANUFACTURER STANDARD BRUSHED ANODIZED ALUM FINISH. DOOR STYLE TYPE P TOP AND BOTTOM PIVOTS WITH CONCEALED FLOOR CLOSER WITH MANUAL HOLD OPEN, PUSH PULLS AND SILL CYLINDER LOCK ALL HARDWARE SHALL MEET FEDERAL, STATE AND LOCAL CODES. ANY HARDWARE PROVIDED THAT IS NOT IN C2C- ORMANCE WITH THE CODES SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER FINISH HARDWARE COORDINATE THE FURNISHING AND INSTALLATION OF ALL HARDWARE ITEMS WITH DOORS, FRAMES, AND OTHER RELATED ITEMS TO DETERMINE THE SUITABILITY OF THE SPECIFIED HARDWARE. ALL HARDWARE SHALL MEET FEDERAL, STATE AND LOCAL CODES. ANY HARDWARE PROVIDED THAT IS NOT IN CONFORi'1ANCE WITH THE CODES SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER FINISHES SHALL BE US26D DULL CHROME UNLESS OTHERWISE NOTED. HARDWARE STANDARDS 1. Butte and hinge&: Wager, McKinney, Stanley 15. Electronic Door Holder: Rixon Ia. Continuoue hinges: Wager w /edge guard. Pemko 16. Silencers: Glynn - Johnson 2. Lock sets: Corbin 6 pin 11. Sliding Door Lode Adams Rite 3. Cylinders: Corbin 6 pin 18. Thresholds: National Guard, Pemko 4. Hospital Latches: Glym- Johnson, Sergeant IS. Weather- etrlpping: National Guard, Pemko 5. Roller Latches: Glym- Johnson 20. Sweeps: National Guard, Pemko 6. Flush bolts: Glynn- Jc+neon, Door Control International 21. Pivot Hinge&: Rixon, McKinney, Stanley 1. Panic Exit Devices: VonDuprin, Sergeant 22. Floor Cloeer/Plvote: Rixon 8. Closers 4 Life Safety 23. Wall Type Holder: Modric Hardware: LCN, Norton 24. Electromagnetic Lockz Sargent S. Pull& 4 Push Plates: Forme 4 Surfaces 25. Smoke Sea]: Pemko 10. Astragals: National Guard, Pemko 26. Automatic Door Bottoms: National Guard 11. Door Armor (PlaeticA Construction Specialties 21• Electromagnetic Hold Open: Sargent 12. Door Armor (Stainless). Hager 13. Stop *: Glym- Johnson 14. Coordinator: Door Control International Except where label provisions require larger or heavier hinges or where specified otherwise herein, provide hinges of the following sizes and weights: (1) Doors less than 3' -0' wide. 4 -1/2' x 4 -1/2' (standard) (2) Doors greater than 3' -0' wide to W -0' wide: Continuous (3) Doors 5' -0' high and not over 1' -6' high: 1 -1/2 pair (4) Doors 1' -6' high and not over 10' -0' high: 2 pair (5) automatic doors: 5'x4-1/2'(2 pair) COORDINATION OF Kaye and ing: 1. All locks shall be keyed, master ed, and grand master keyed. After award of contract, the hardware supplier shall confer with the Owner to determine keying system. Submit a keying diagram after this conference. 2. Supply six (6) master keys and three (3) rand master keys. Each look shall have two (2) individual keys. 3. Keys shall be stamped as directed by the Owner. 4. All master keys end grand master keys shall be sent to the Owner via registered mail by supplier. B. Blociung: 1. Coordinate blocking in wall behind wall stops, electromagnetic door holders. Mounting Heights: I. Unless specified otherwise, hardware mounting heights shall be as follows, measured from finished floor line (to center line or as stated). a. Strike: 40 -5/16' b. Exit device cross bar: 3S- 13/16' c. Push plate&: 46' d. Pull: 46' 2. Comply with current standards for handicapped access, including United States Architectural and Transportation Barriers Compliance Board (A 4 T BCB) 'Minimum Guidelines and Requirement* for Accessible Design, Final Rule' and ANSI A111.111980) CAULKING AND JOINT SEALANTS JOINT SEALANT FOR INTERIOR WORK SUBJECT TO SLIGHT TO MODERATE MOVEMENT SUCH AS WALL AND CEILING SURFACES, DOOR FRAMES, ETC, SHALL BE EQUAL TO PECORA CORPORATION 'AC -20', ONE -PART, NON -SAG ACRYLIC LATEX POLYMER CAULKING, IN COMPLIANCE WITH ASTM C- 834 -16. COLORS SHALL BE AS SELECTED BY ARCHITECT. JOINT SEALANT FOR ALL OTHER WORK EXCEPT THOSE SUBJECT TO FOOT OR VEHICULAR TRAFFIC SHALL BE EQUAL TO TREMGO 'OYMERIC', TWO PART, EPDXIDIZED POLYURETHANE SEALANT, IN COMPLIANCE WITH FEDERAL SPECIFICATION TT- 6- 002211E, TYPE 11, CLASS A, 19- GP -24, ASTM C- 920 -86. COLORS SHALL BE AS SELECTED BY ARCHITECT. JOINT SEALANT FOR JOINTS SUBJECT TO FOOT OR VEHICULAR TRAFFIC SHALL BE EQUAL TO TREMCO 'THC- 900/901', TWO PART, SELF - LEVELING, POLYURETHANE SEALANT, M COMPLIANCE WITH FEDERAL SPECIFICATION TT- S- 002277£, TYPE I, CLASS A, ASTM C- 920 -86. COLORS SHALL BE AS SELECTED BY ARCHITECT. SEALANT INSTALLATION, INCLUDING SURFACE PREPARATION, BACK -UP MATERIALS AND SEALANT CURING, SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS . CONTROL JOINTS IN ALL SURFACES AND MATERIALS SHALL HAVE PROPER BACKER ROD, IN ACCORDANCE WITH SEALANT MANUFACTURER'S RECOMMENDATION, INSTALLED IN JOINTS BEFORE SEALANT INSTALLATION. SEALANT WORK FOR THE GLASS AND GLAZING WORK SHALL BE PERFORMED BY THE GLASS AND GLAZING CONTRACTOR PAINTING AND STAINING (COLORS COORDINATED WITH OTHER CONSTRUCTION AND EXISTING). ALL SURFACES TO BE PAINTED OR STAINED SHALL BE PROPERLY PREPARED BEFORE STARTING THE PAINTING WORK SHOP OR PRIME COATS SHALL BE PUT IN GOOD ORDER BEFORE PAINTING BEGINS. WOOD SHALL BE SMOOTH AND FREE FROM RAISED GRAIN OR OTHER SURFACE IMPERFECTIONS. METAL SURFACES SHALL BE WIRE BRUSHED TO REMOVE ALL RUST OR MILL SCALE. BEFORE PAINTING, REMOVE OR PROTECT HARDWARE, ACCESSORIES, PLATES, LIGHT FIXTURES AND SIMILAR ITEMS AND REPLACE UPON COMPLETION OF THE PAINTING OPERATION. APPLY PAINT OR STAIN TO CLEAN, DRY AND SMOOTH SURFACES ONLY. ALL WOOD AND METAL SURFACES SHALL BE SANDED SMOOTH BEFORE AND BETWEEN COATS. A SCHEDULE OF THE SURFACES TO BE PAINTED FOLLOWS: SCHEDULE OF SURFACES: COLORS SELLECTED BY ARCHITECT INTERIOR GYPSUM BOARD AND PLASTER INTERIOR WOOD FOR TRANSPARENT FINISH I COAT LATEX PRIMER OIL STAIN, SANDING SEALER 2 COATS ACRYLIC LATEX (EGGSHELL) 2 COATS ALKYD VARNISH SATIN GLOSS INTERIOR WOOD FOR OPAQUE FINISH INTERIOR FERROUS METAL 1 COAT ALKYD ENAMEL UNDERCOAT 1 COAT MAM. RUST -O- LASTIC ANTI - CORROSIVE PRIMER 2 COATS ALKYD ENAMEL 1013 -444 2 COATS MALE. RICH LUX LOW - LUSTRE ALKYD ACOUSTICAL CEILING SYSTEM IN ADDITION TO COMPLYING WITH ALL PERTINENT CODES AND REGULATIONS, CEILING INSTALLATION SHALL COMPLY WITH THE INDIANA STATE BOARD OF HEALTH AND SHALL MEET CLASS A NFPA REFERENCE STANDARD SUSPENSION SYSTEM CHICAGO METALLIC CORPORATION 200 SERIES COLOR TO MATCH PAD REFERENCE STANDARD ACOUSTICAL CEILING PAD - ARMSTRONG 24 X 24 WITH TEGULAR, CIRRUS TEGULAR EDGE. ARMSTRONG 24 X 48 SQUARE EDGE, CIRRUS SQUARE EDGE, ARMSTRONG 24X48 LAY -IN VINYL CLAD GYPSUM NON PERFORATED VINYL COATED GYPSUM BOARD PANELS WITH SQUARE EDGE, CLEAN DESIGNATED AREAS. FURNISH TO OWNER TWO UNOPENED CARTONS OF ACOUSTICAL CEILING PADS OF EACH TYPE DELIVERED ERECT GRID SYSTEM SO THAT BORDERS WILL BE AS LARGE AS POSSIBLE, CENTER GRID IN ROOM TEGULAR EDGE -NO SIDE EDGES LESS THAN 4' SQUARE EDGE -NO SIDE EDGES LESS THAN 2' SPACE HANGARS A MAX OF FOUR FEET APART. THERE SHALL BE NO VISIBLE GAPS AT WALL FiRE EXTINGUISHERS, CABINET AND ACCESSORIES FIRE EXTINGUISHERS: UL LISTED AND LABELED, EQUAL TO J.L. INDUSTRIES, MULTI- PURPOSE DRY CHEMICAL TYPE CABINET- EQUAL TO J.L. INDUSTRIES SEMI- RECESSED (VERIFY WITH EXISTING), FULL GLASS PANEL BRUSH SATIN TRIM, BOX STEEL WITH BAKED ENAMEL FINISH FIRE EXTINGUISHERS SERVING MRI AREAS (WITHIN 15' TO BE MRI SAFE) IF APPLICABLE. WALL AND CORNER GUARDS, HANDRAILS WALL/BED, CORNER GUARDS, AND HANDRAILS SHALL BE MANUFACTURED FROM .110'THICK PVC WITH A MATTE FINISH/ PEBBLE GRAIN WITH A CONTINUOUS RETAINER OF 063' MIN. EXTRUDED ALUMINUM. HANDRAIL SHALL BE SIMILAR TO IN PRO IPC 800. CORNERGUARD EQUAL TO IN PRO UPC GT 150, GT SERIES 3' (HEIGHT AS SHOWN ON DRAWINGS). COLOR AS SELECTED BY ARCHITECT. TOILET ACCESSORIES TO BE EQUAL TO BOBRICK ALL TYPE 304 STAINLESS STEEL, SATIN FINISH MIRROR 24'X36' 8 -290 GRAB BARS AS INDICATED ON THE DRAWINGS 8- 6806.59 WITH CONCEALED MOUNTING PLATES. TOILET PAPER HOLDER 8 -4388 PAPER TOWEL DISPENSER AT ALL SINKS, SURFACE MOUNTED 5-262 CARPET CARPET SHALL COMPLY WITH DOC- FFI -10 -PILL TEST, ASTM E648 (NFPA 253)- CRITICAL FLUX TEST MIK .45 WATTS PER SQUARE CORRIDORS AND EXITS AND 22 WATTS IN ALL OTHERS AREAS. DIMENSIONAL STABILITY SHALL BE PLUS OR MINUS .02% WITH THE AACHEN METHOD. CARPET AND ADHESIVES SHALL COMPLY WITH STANDARDS FOR A CLASS II OR CLASS B FINISHES. PROVIDE COVERAGE OF 3% OF TOTAL SHEET CARPET AND CARPET TILE IN STANDARD COLOR COLOR TO BE SELECTED BY OWNER PROVIDE METAL EDGE AND TRANSITIONS STRIPS AT ALL CHANGE OF MATERIALS. PROVIDE +29m0 PER SQ. YD. ALLOWANCE FOR CARPET. COLOR AND STYLE TO BE SELECTED BY OWNER MATERIAL ONLY TO COME DIRECT FROM CARPET REP OR MANUFACTURER (NO SECOND PARTY). CONTACT INFO TO FOLLOW FROM ARCHITECT. WALL COVERING WALL COVERING SHALL COMPLY WITH ASTM E -84 FOR CLASS A, FS CCC- W -408A TYPE II. PROVIDE ONE ROLL OF WALLCOVERNG OF EACH COLOR FROM ORIGINAL STOCK FOR OWNER'S USE. ALL ADHESIVES SHALL BE ONLY THOSE RECOMMENDED BY THE MANUFACTURER OF THE WALLCOVERING. ALL WALL SEALER SHALL BE ONLY THAT RECOMMENDED BY THE MANUFACTURER OF THE WALLCOVERING. SEAL ALL SURFACES TO RECEIVE WALL COVERING. APPLY EVENLY SO THAT NO DEPOSITS OR IRREGULARTIES TELEGRAGH THROUGH. INSTALL WALL COVERING IN CONSECUTIVE SEQUENCE. WRAP FABRIC 6' BEYOND INSIDE AND OUTSIDE CORNERS ( + / -). NO CUTTING AT CORNERS UNLESS FOR COLOR SEPARATION OR PATTERN MATCH. NO HORIZONTAL SEAMS SHALL BE PERMITTED. INSTALL WALLCOVERING BEFORE THE INSTALLATION OF PLUMBING FIXTURES, CASINGS BASES, CABINETS, AND SEALANTS. PROVIDE tlSmO PER LIN YD. ALLOWANCE FOR WALL COVERING. COLOR AND STYLE TO BE SELECTED BY OWNER. MATERIAL ONLY TO COME DIRECT FROM WALL COVERING REP OR MANUFACTURER (NO SECOND PARTY). CONTACT INFO TO FOLLOW FROM ARCHITECT. SHOP DRAWINGS/PRODUCT LITERATURE TO ENSURE THAT SPECIFIED PRODUCTS ARE FURNISHED AND INSTALLED IN ACCORDANCE WITH DESIGN INTENT, PROCEDURES HAVE BEEN ESTABLISHED FOR ADVANCE SUBMITTAL OF DESIGN DATA AND REVIEW AND APPROVAL OR REJECTION BY THE ARCHITECT. ALSO SEE GENRAL CONDITIONS AND SUPPLEMENTARY CONDITIONS FOR CONTRACTURAL REQUIREMENTS FOR SUBMITTALS. ALSO SEE PERTINENT SECTIONS OF THESE SPECIFICATIONS FOR INDIVIDUAL SUBMITTALS MAKE ALL SUBMITTALS OF SHOP DRAWINGS, SAMPLES, REQUEST FOR SUBSTITUTIONS, AND OTHER ITEMS IN STRICT ACCORDANCE WITH REQUIREMENTS OF THIS SECTION. UNLESS OTHERWISE DIRECTED, MAKE ALL SHOP DRAWINGS ACCURATELY TO SCALE SUFFICIENTLY LARGE TO SHOW ALL PERTINENT FEATURES INCLUDING CONNECTIONS TO THE WORK PRINTS SHALL BE BLUE OR BLACK LINE ON WHITE BACKGROUND. SUBMIT QUANTITY, UIHICH IS TO BE RETURNED PLUS TWO COPIES TO BE RETAINED BY THE ARCHITECT. UNLESS OTHERWISE DIRECTED, SAMPLES SHALL BE THE PRECISE ARTICLE PROPOSED TO BE FURNISHED. SUBMIT QUANTITY, WHICH IS TO BE RETURNED PLUS TWO, WHICH ARE TO BE RETAINED BY THE ARCHITECT WHERE COLRS SM NOT SPECIFICALLY DESCRIBED IN CONTRACT DOCUMENTS, AND A CHOICE OF COLOR OR PATTERN IS AVAILABLE IN A PRODUCT, SUBMIT ACCURATE COLOR AND/OR PATTERN CHARTS FOR ARCHITECT REVIEW. INCLUDE NAME AND ADDRESS OF NEAREST VENDOR OF PARTS. COMPLETELY IDENTIFY EACH SUBMITTAL AND RESUBMITTAL WITH THE NAME OF THE SUBMITTER NAME OF PROJECT, SECTION NUMBER OR TITLE OF SPECIFICATIONS TO WHICH SUBMITTAL APPLIES, AND IF SUBMITTAL OR RESUBMITAL. PRIOR TO SUBMITTAL, FULLY COORDINATE ALL MATERIAL, INCLUDING BUT NOT LIMITED TO FIELD DIMENSIONS AND CONDITIONS, CATALOG NUMBERS, MATERIALS, PUBLIC AGENCY OR OTHER APPROVALS REQUIRED AND COORDINATED WITH OTHER TRADES. TIMING OF SUBMITTALS IS AT CONTRACTOR'S OPTION UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS BY THE OWNER PROVIDED THAT FINAL APPROVAL, DELIVERY AND INSTALLATION OF MATERIALS ARE NOT HINDERED DUE TO LATE SUBMITTALS. COSTS INCURRED BECAUSE OF TARDY SUBMITTALS SHALL NOT BE BORNE BY OWNER ALLOW AT LEAST THREE FULL WORKING DAYS FOR ARCHITECT REVIEW FOLLOWING RECEIPT OF THE SUBMITTAL. SHOP DRAWINGS AND /OR PRODUCT LITERATURE SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL ON THE FOLLOWING ITEMS: HARDWARE CASEWORK FIRE STOPPING ACOUSTICAL CEILINGS FIRE EXTINGUISHER AND CABINET CARPET WALLCOVERING ALUMINUM ENTRANCES. STOREFRONTS, TRACKLESS DOORS, AND ALL GLASS ENTRANCES HOLLOW METAL FLUSH WOOD DOORS SEE MEP FOR ADDITIONAL SUBMITTALS SAMPLES SAMPLES SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL ON THE FOLLOWING ITEMS: SEALANTS (FOR COLOR) SPECIFIED PAINT MATERIALS AND COLORS ALUMINUM STOREFRONT CARPET WALLCOVERNG N" `\`tt111111i111 / / / /// .1 �g'N Fo -1 !! 4196 .*= STATE OF 1. iii -9 4 A N •..... C \''' /'''C�I I IT1` FLBdAME- 7039- AIOOLDWG PROD. Na 07039 DRAWN 6Y: DMO PLOT SCALE: 1/4' -1' -0' DATE: 04/11/08 La 0 I_l V Irk W F_! V W W V1 O 0) IN 0 It �4z� �Q� Z�z W U W� va >." w ° a �4 °z Way C� v Q p4 Q z �:) W U1 � w >-� �4w 4 Pi � �o E-1 4 � w 0 0 IN ff"7K REALTY GROUP 30 S. MERIDIAN, Ste. 1100 INDIANAPOLIS, INDIANA 46204 PHONE: 317- 577 -5600 FAX: 317- 577 -5606 TGS ARCHITECTS, WC. AROCEM RAM 13CMEW 6535 N. FERGUSON STREET INDIANAPOLJ3, WDIANA 46220 PHONE (317) 255 -3475 FAX /MODEM (39) 255 -7359 E -MAIL TGSARCHSGAOLCOM A 10.01