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HomeMy WebLinkAboutKimley-Horn - Indianapolis - Bid Set 5.26.2021REF.RFMWMWF.E.C.DN UPDN UP REF.Kimley-Horn INDIANAPOLIS, INDIANA 250 E. 96TH ST. #580 INDIANAPOLIS, IN 46240 ISSUED FOR: BID/PERMIT 5.26.2021 SHEET INDEX & ISSUE SCHEDULE DEFERRED SUBMITTALS ALTERNATE PRICING PROJECT TEAM VICINITY MAP PROJECT DESCRIPTION KIMLEY-HORN 7740 N 16TH ST STE 300 PHOENIX, AZ 85020 CLIENT MARK REED - 214.883.1960 MONICA BATES - 972.567.6849 DLR GROUP 2525 MCKINNON ST SUITE 800 DALLAS, TX 75067 ARCHITECT SHANA HILL 972.523.4687 shill@businessinteriors.com BUSINESS INTERIORS 1111 VALLEY VIEW LN IRVING, TX 75061 FURNITURE WALL SYSTEMS JOHN YODER 317.810.4141 jyoder@applied-e-s.com APPLIED ENGINEERING 5975 CASTLE CREEK PKWY N DR #300, INDIANAPOLIS, IN 46250 MEP ENGINEER PROJECT LOCATION 250 E. 96TH ST. #580 INDIANAPOLIS, IN 46240 GOVERNING BUILDING CODES: INDIANA BUILDING CODE, 2014 ED. (2012 IBC) INDIANA MECHANICAL CODE, 2014 ED. (2012 IMC) NATIONAL ELECTRICAL CODE, 2009 OF INDIANA (NFPA 70-2008) INDIANA PLUMBING CODE, 2012 ED. INDIANA FIRE CODE, 2014 ED. (2012 IFC) 2010 INDIANA ECC (2007 ASHRAE 90.1) 2014 INDIANA BUILDING CODE CHAPTER 11 (2009 ANSI A 117.1) BUILDING OWNER: FILL IN NAME & ADDRESS LEGAL DESCRIPTION: TRACT: LOT: COUNT MAP REF: PARCEL ID# (PIN#): ASSESSOR PARCEL #: 291122002137000021 SCOPE OF WORK: NEW NON LOAD BEARING WALLS, CEILINGS FINISHES, FURNISHINGS, MILLWORK AND LIGHTING; NO CHANGE OF USE AREA, OCCUPANCY, OR PARKING. NO EXTERIOR WORK. PROJECT SIZE: 3,167 EST. USF CONSTRUCTION TYPE: II-A OCCUPANCY TYPE: B FULLY SPRINKLERED: YES NUMBER OF STORIES: 5 FURNITURE WALL SYSTEM PLAN NORTH TRUE NORTH FIRE PROTECTION SPRINKLER SYSTEM FIRE ALARM SYSTEM FURNITURE WALL SYSTEMAZ.0.0 - AZ.1.0 - AZ.2.0 - AZ.2.0 - AZ.2.0 - AZ.4.0 - AZ.4.0 - MEP SHEETS M0.1 - M0.2 - M1.1 - M2.1 - M3.1 - M3.2 - P0.1 - P2.1 - P3.1 - P3.2 - P3.3 - E0.1 - E0.2 - E0.3 - E0.4 - RYAN WOLFF - 972.776.1779 LAURA WILLIAMS -602.371.4508 AREA OF WORK MAP DATA ©2021 GOOGLE SCOPE OF WORK NOT SCOPE OF WORK (N.I.C.)© DLR GroupRevisions -ALL PROJECT COMMUNICATION TO BE SENT TO MARK REED/MONICA BATES, NOT AOR.5/25/2021 3:31:19 PMC:\Revit\_2020\KH Indianapolis Expansion CD's v_20_hgriffo.rvt23-21100-00 5.26.2021 BID/PERMIT COVER SHEET A0.0250 E. 96TH ST. #580INDIANAPOLIS, IN 46240INDIANAPOLIS, INDIANAARCHITECTURAL A0.0 COVER SHEET - A0.1 SYMBOLS AND ABBREVIATIONS - A0.2 TYPICAL REFLECTED CEILING PLAN LOCATIONS - A0.3 TYPICAL MTG HEIGHTS - A0.4 SPECIFICATIONS - A0.5 SPECIFICATIONS - A0.6 SPECIFICATIONS - A0.61 GENERAL NOTES - A1.0 EGRESS PLAN - A1.1 DEMOLITION FLOOR PLAN - A2.1 CONSTRUCTION PLAN - A3.1 REFLECTED CEILING PLAN - A7.1 PARTITION DETAILS - A7.2 V.I.A. WALL DETAILS, FOR REFERENCE ONLY - A9.1 DOOR SCHEDULE & DOOR/FRAME DETAILS - A11.1 INTERIOR ELEVATIONS - A12.3 MILLWORK DETAILS - A12.31 MILLWORK SECTIONS - A13.0 INTERIOR SCHEDULES - A13.1A INTERIOR FINISH PLAN - A15.1 POWER/DATA PLAN - A15.2 ENLARGED POWER PLANS & WIRING HARNESS DIAGRAM - A15.3 AV NOTES & ENLARGED SERVER ROOM - A15.4 POKE THRU DEVICE PLAN - A16.0 LOW VOLTAGE PLAN - 07/19/21 GENERAL SYMBOLS ? ? ? ? ? ? ? ? ? ? ? ?? ? ? ???? 1 ? ? ? ? ? ? ? DETAIL NUMBER SHEET NUMBER CROSS REFERENCE WALL SECTION SIMILAR OR TYPICAL REFERENCE DETAIL REFERENCE BUILDING SECTION BUILDING ELEVATION INTERIOR ELEVATION CASEWORK ELEVATION KEYNOTE COLUMN GRID LINE ROOM NUMBER/NAME DOOR NUMBER / INTERIOR WINDOW EXTERIOR WINDOW NUMBER WALL TYPE REVISION NUMBER SAND CONCRETE PRECAST CONCRETE STEEL WOOD (CONTINUOUS BLOCKING) WOOD (NON-CONTINUOUS BLOCKING) WOOD (TRIM/FINISH) GLASS CONCRETE MASONRY UNIT STEEL (LARGE SCALE) PLYWOOD (LARGE SCALE) GYPSUM WALL BOARD BATT INSULATION ? ? ? ? ? ?/ ? NOTE:ALL SYMBOLS MAY NOT APPLY TO THIS PROJECT.© DLR GroupRevisions -ALL PROJECT COMMUNICATION TO BE SENT TO MARK REED/MONICA BATES, NOT AOR.5/25/2021 3:31:21 PMC:\Revit\_2020\KH Indianapolis Expansion CD's v_20_hgriffo.rvt23-21100-00 5.26.2021 BID/PERMIT SYMBOLS AND ABBREVIATIONS A0.1250 E. 96TH ST. #580INDIANAPOLIS, IN 46240INDIANAPOLIS, INDIANAUR URINAL US UTILITY SHELF UTIL UTILITY VB VAPOR BARRIER VB VINYL BASE VCB VENTED COVE BASE VERT VERTICAL VEST VESTIBULE VF VINYL FLOOR VOC VOLITILE ORGANIC COMPOUND VOL VOLUME VP VENEER PLASTER VT VINYL TILE VWC VINYL WALL COVERING W WEST W WIDE W/ WITH W/O WITHOUT WB WALL BASE WC WATER CLOSET WC WALL COVERING WCL WATER CLOSET/LAVATORY COMBINATION WD WOOD WDF WOOD FLOORING WDW WINDOW WG POLISHED WIRE GLASS WI WROUGHT IRON WOM WALK OFF MAT WR WASTE RECEPTACLE WRB WEATHER RESISTANT BARRIER WW WARM WHITE WWF WELDED WIRE FABRIC YD YARD NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE NWC NORMAL WEIGHT CONCRETE O to O OUT TO OUT OA OVERALL OC ON CENTER OFCI OWNER FURNISHED CONTRACTOR INSTALLED OFF OFFICE OFOI OWNER FURNISHED OWNER INSTALLED OPG(S) OPENING(S) OPP OPPOSITE OSHA OPERATIONAL SAFETY AND HEALTH ADMINISTRATION OTB OPEN TO BELOW OVFL OVERFLOW OVHD OVERHEAD P PAINT PAN B PANIC BOLT PAR PARALLEL PB PARTICLE BOARD PC PRECAST CONCRETE PCD PAPER CUP DISPENSER PCT PORCELAIN CERAMIC TILE PD PANIC DEVICE PENT PENTHOUSE PERF PERFORATED PERP PERPENDICULAR PG PATTERN GLASS PIC PORTABLE INSTRUMENT CONNECTION PIG PATTERN INSULATING GLASS PL PLATE PL PROPERTY LINE PL PLASTIC LAMINATE PLAM PLASTIC LAMINATE PLBG PLUMBING PLYWD PLYWOOD PR PAIR PREFAB PREFABRICATED PROJ PROJECT(OR) (ION) PS PROJECTION SCREEN PT POINT PTD PAPER TOWEL DISPENSER PTD/R COMBINATION TOWEL DISPENSER/RECEPTACLE PTN PARTITION PVC POLYVINYL CHLORIDE PWL SOUND POWER LEVEL QT QUARRY TILE QTR RND QUARTER ROUND QTY QUANTITY RAD RADIUS RB RUBBER BASE RC REMOTE CONTROL RCP REFLECTED CEILING PLAN RD ROOF DRAIN REF REFERENCE REFL REFLECTED REM REMOVABLE REQ(D) REQUIRE(D) RESIL RESILIENT REV REVISION(S) RF RESILIENT FLOORING RF RUBBER FLOOR RFM RECESSED FLOOR MAT RH ROBE HOOK RI&C ROUGH IN AND CONNECT RM ROOM RND ROUND S SOUTH S SINK SAT SPRAYED ACOUSTIC TREATMENT SAW SOUND ABSORBING WALL UNITS SB SPLASH BLOCK SC SOLID CORE SC SHOWER CURTAIN SCD SEAT COVER DISPENSER SCH SHOWER CURTAIN HOOK SCHED SCHEDULE SCR SHOWER CURTAIN ROD SCT STRUCTURAL CLAY TILE SD SOAP DISPENSER SECT SECTION SECY SECRETARY SG SPANDRAL GLASS SGL SINGLE SH SHOWER SHM SECURITY HOLLOW METAL SHT SHEET SIM SIMILAR SLNT SEALANT SM SHEET METAL SND SANITARY NAPKIN DISPOSAL SNV SANITARY NAPKIN VENDOR SPEC SPECIFICATION(S) SPL SOUND PRESSURE LEVEL SPL SPECIAL SQ SQUARE SS STAINLESS STEEL SS SOLID SURFACE SSA STORM SHELTER AREA SSS STAINLESS STEEL SHELF ST STONE ST STAIR STAG'D STAGGERED STC SOUND TRANSMISSION CLASS STD STANDARD STGR STRINGER STL STEEL STOR STORAGE STRUCT STRUCTURAL SUBFL SUBFLOOR SURF SURFACE SUSP SUSPENDED SV SHEET VINYL SYM SYMETRICAL T TREAD T&G TONGUE AND GROOVE T.O. TOP OF TAN TANGENT TB TOWEL BAR TBD TACK BOARD TCP TOILET COMPARTMENT PARTITION TEMP TERMPORARY TEMP TEMPORARY TERR TERRAZZO TG TINTED FLOAT GLASS TH THRESHOLD TI TENANT IMPROVEMENT TIG TINTED INSULATING GLASS TMR TILT MIRROR UNIT TOP TOP OF PAVING TRANS TRANSVERSE TT TERRAZZO TILE TTD TOILET TISSUE DISPENSER TTG TINTED TEMPERED FLOAT GLASS TTIG TINTED TEMPERED INSULATING GLASS TW TACK WALL TYP TYPICAL UL UNDERWRITERS LABORATORIES UNEX UNEXCAVATED UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE EWC ELECTRIC WATER COOLER EXIST EXISTING EXP EXPANSION EXP EXPOSED EXT EXTERIOR F FABRIC F.O. FACE OF F.V. FIELD VERIFY FAB FABRICATE(D) FB FACE BRICK FD FLOOR DRAIN FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FLOOR FH FIRE HYDRANT FHC FIRE HOSE CABINET FIG FIGURE FIN FINISHED FIX FIXTURE FL FLOOR FLASH FLASHING FLEX FLEXIBLE FLG FLOORING FLM FULL LENGTH MIRROR FLUOR FLUORESCENT FO FINISH OPENING FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUD FOW FACE OF WALL FP FIREPROOFING FR FIRE RESISTANT FRP FIBERGLASS REINFORCED PANEL FRT FIRE RESISTANCE TREATED FS FLOOR SINK FSS FOLDING SHOWER SEAT FT FEET FTG FOOTING FUT FUTURE FVC FIRE VALVE CABINET FWC FABRIC WALL COVERING G GROUT GA GAUGE GAL GALLON GALV GALVANIZED GB GRAB BAR GC GENERAL CONTRACTOR GD GARBAGE DISPOSAL GEN GENERAL GFA GROSS FLOOR AREA GL GLUE LAMINATED GL GLASS GMP GUARANTTED MAXIMUM PRICE GOVT GOVERNMENT GR GUARD RAIL GR GRADE GRS GALVANIZED RIGID STEEL GWB GYPSUM WALL BOARD GYP GYPSUM H HEIGHT HC HOLLOW CORE HD HAND DRYER HDBD HARDBOARD HDR HEADER HDWD HARDWOOD HDWR HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HR HANDRAIL HS HARDWARE SET HSS HOLLOW STRUCTURAL SHAPE HVAC HEATING VENTILATING AND AIR CONDITIONING i.e. THAT IS IAW IN ACCORDANCE WITH IBC INTERNATIONAL BUILDING CODE ID INSIDE DIAMETER IF INSIDE FACE IJ ISOLATION JOINT IJS IN JOIST SPACE IN INCH INC INCLUDE(ING) INSUL INSULATION INT INTERIOR JAN JANITOR JCT JUNCTION JFB JOINT FILLER BOARD JST JOIST JT JOINT KCJ KEYED CONSTRUCTION JOINT KD KNOCKDOWN KH KITCHEN HOOD KIT KITCHEN L ANGLE LAB LABORATORY LAM LAMINATED LAV LAVATORY LB(S) POUND(S) LBR LUMBER LDG LOADING LF LINEAR FOOT LG LENGTH (LONG) LG LAMINATED GLASS LIN LINEAR LINO LINOLEUM LKR LOCKER LOC LOCATION LONG LONGITUDINAL LSC LIFE SAFETY CODE LTG LIGHTING LV LOUVER LVT LUXURY VINYL TILE LWC LIGHT WEIGHT CONCRETE M THOUSAND MAG MAGNETIC MAINT MAINTENANCE MAN MANUAL MAS MASONRY MATL MATERIAL MAX MAXIMUM MB MOP BASIN MBD MARKER BOARD MBH MOP/BROOM HOLDER MC MEDICINE CABINET MECH MECHANICAL MEMB MEMBRANE MEZZ MEZZANINE MFR MANUFACTURER MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MR/S MIRROR WITH SHELF MTD MOUNTED MTG MOUNTING MUL MULLION N NORTH NA NOT APPLICABLE NC NOISE CRITERIA # NUMBER & AND @ AT AB ANCHOR BOLT AB AIR BARRIER ABS ASBESTOS ACC ADA ACCESSIBLE ACR ACRYLIC AD ACCESS DOOR ADA AMERICANS WITH DISABILITY ACT ADDN ADDITION OR ADDITIONAL ADJ ADJUSTABLE ADJT ADJACENT ADMIN ADMINISTRATION AEC AUTOMATED EXTERNAL DEFIBRILLATIORS AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHJ AUTHORITY HAVING JURISDICTION AL ALUMINUM ALT ALTERNATE ALUM ALUMINUM ANCH ANCHOR ANSI AMERICAN NATIONAL STANDARDS INSTITUTE AP ACCESS PANEL APC ACOUSTIC PANEL CEILING APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT AUTO AUTOMATIC AVG AVERAGE AWP ACOUSTIC WALL PANEL B.O. BOTTOM OF BCS BABY CHANGING STATION BD BOARD BLDG BUILDING BLK BLOCK BLKG BLOCKING BLKHD BULKHEAD BM(S) BEAM(S) BOT BOTTOM BRDG BRIDGING BRG BEARING BRKT BRACKET BSMT BASEMENT BT BATHTUB BTWN BETWEEN C CHANNEL CAB CABINET CANT CANTILEVER CAP CAPACITY CBD CHALKBOARD CER CERAMIC CF CUBIC FEET CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED CFSF COLD-FORMED STEEL FRAMING CG CLEAR FLOAT GLASS CI CAST IRON CIG CLEAR INSULATING GLASS CIP CAST IN PLACE CJ CONTROL JOINT CJA CONTROL JOINT ABOVE CL CENTER LINE CLG CEILING CLOS CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN COM COMMON COMB COMBINATION COMM COMMUNICATIONS COMPR COMPRESSIBLE CONC CONCRETE CONF CONFERENCE CONFIG CONFIGURATION CONN(S) CONNECTION(S) CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACT(OR) CORR CORRIDOR CP COVER PLATE CPT CARPET CR CHAIR RAIL CS COUNTERSINK CSTJ CONSTRUCTION JOINT CSWK CASEWORK CT CERAMIC TILE CTG CLEAR TEMPERED FLOAT GLASS CTIG CLEAR TEMPERED INSULATING GLASS CTR CENTER CU COPPER CU CUBIC CU COMBINATION UNIT CV CONDOM VENDOR CY CUBIC YARD CYL CYLINDER D DEPTH DB DECIBEL DBL DOUBLE DC DUST COLLECTOR DEG DEGREE DEMO DEMOLISH OR DEMOLITION DEPR DEPRESS(ION)(ED) DEPT DEPARTMENT DET DETAIL DET DETENTION DF DRINKING FOUNTAIN DG DOOR GRILLE DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DIV SPECIFICATION DIVISION DN DOWN DPFG DAMPROFFING DR DOOR DSN DOWNSPOUT NOZZLE DW DISHWASHER DWG(S) DRAWING(S) DWL(S) DOWEL(S) DWR DRAWER E EAST EA EACH EA EACH FACE EB EXPANSION BOLT EC ELECTRICAL CONTRACTOR EE EACH END EEW EMERGENCY EYE WASH EEWS EMERGENCY EYE WASH SHOWER EFF EFFICIENCY EJ EXPANSION JOINT EL ELEVATION ELAS ELASTOMERIC ELEC ELECTRICAL ELEV ELEVATOR EMER EMERGENCY ENCL ENCLOSURE ENG ENGINEER ENTR ENTRANCE EQ EQUAL EQUIP EQUIPMENT EQUIV EQUIVALENT ERF EPOXY RESIN FLOORING EUI ENERGY USE INTENSITY EW EACH WAY ABBREVIATIONS 07/19/21 WHEN COMPLETELY DIMENSIONED ON REFLECTED CEILING PLAN RULE 1 LOCATE ITEMS AS INDICATED WHEN SHOWN DIMENSIONED BY A REFLECTED CEILING PLAN, ENLARGED REFLECTED CEILING PLAN, OR DETAIL. SPECIFIC DIMENSIONS SHOWN BY REFLECTED CEILING PLANS, ELEVATIONS, OR DETAILS TAKE PRECEDENCE OVER TYPICAL LOCATION RULES. GENERAL NOTES A. THE A-SERIES DRAWINGS ESTABLISH AND COORDINATE THE FINISHED APPEARANCE AND LOCATION OF ALL EXPOSED ELEMENTS. THE A-SERIES DRAWINGS TAKE PRECEDENCE FOR THE FINISHED APPEARANCE AND LOCATION OF ALL PARTS OF THE WORK. EXCEPTION: DIMENSIONED LOCATIONS SHOWN ON DRAWINGS OF OTHER DISCIPLINES SHALL GOVERN ONLY WHERE: 1. SPECIFICALLY AND INDIVIDUALLY INDICATED BY SYMBOL, KEYED NOTE, OR NOTATION ON THE ARCHITECTURAL DRAWINGS. 2. OCCURRING WITHIN A ROOM OR OTHER IDENTIFIABLE SPACE FOR WHICH ARCHITECTURE SHEET OR SCHEDULE NOTES INDICATE THAT DIMENSIONS PROVIDED ELSEWHERE SHALL GOVERN. B. THE PURPOSE OF THIS SHEET IS TO ILLUSTRATE THE TYPICAL RULES WHICH GOVERN THE LOCATION, CONFIGURATION IN RELATIONSHIP TO OTHER ELEMENTS OF THE WORK, AND FINISHED ALIGNMENT OF ALL ITEMS OCCURRING ON REFLECTED CEILING PLANS OF THE PROJECT. C. THE A-SERIES FLOOR PLANS, REFLECTED CEILING PLANS, SECTIONS, ELEVATIONS, AND DETAILS ILLUSTRATE THE DIMENSIONED LOCATION OF MANY -BUT NOT ALL -EXPOSED PARTS OF THE WORK. APPLY THE RULES ON THIS SHEET -IN ORDER -TO DETERMINE THE LOCATION OF EXPOSED PART OF THE WORK. 1. WHEN UNIQUELY AND SPECIFICALLY DIMENSIONED ON THE A-SERIES PLANS, SECTIONS, OR ELEVATIONS (OR COMBINATION THEREOF), LOCATE AS DIMENSIONED. 2. IF NOT SHOWN, OR IF SHOWN BUT NOT DIMENSIONED, BY THE A-SERIES PLANS OR ELEVATIONS, LOCATE AS INDICATED BY THE APPLICABLE RULE. D. REFER TO THE "ARCHITECTURAL GENERAL NOTES" FOR ADDITIONAL NOTES WHICH MAY BE APPLICABLE TO THE WORK SHOWN ON THIS SHEET. E. REFER TO THE "PROJECT GENERAL NOTES" FOR ADDITIONAL NOTES WHICH APPLY TO THE ENTIRE PROJECT. WHEN NOT DIMENSIONED BUT SHOWN CENTERED RULE 2 LOCATE ITEMS CENTERED IN SPACE (OR CEILING PLANE) WHEN SHOWN (BUT NOT DIMENSIONED) VISUALLY AT APPROXIMATE CENTER OF SPACE. WHEN OFF-CENTER IN SPACE BUT CENTERED ON ADJACENT FEATURE RULE 3 LOCATE ITEMS CENTERED ON ADJACENT OPENING OR FEATURE WHEN SHOWN (BUT NOT DIMENSIONED) OFF-CENTER IN OVERALL SPACE BUT CENTERED AGAINST ADJACENT FEATURE. WHEN ALIGNED WITH OTHER FEATURES RULE 4 LOCATE ITEMS (LIGHT FIXTURES, SPRINKLER HEADS, DEVICES, ETC) ALIGNED WITH ADJACENT ITEMS FOR WHICH DIMENSIONS OR RULES ARE PROVIDED. VISUAL ALIGNMENT IS CRITICAL. THE CONTRACTOR SHALL SELECT ONE ITEM IN EACH LINE (ON BASIS OF TOLERANCES, SEQUENCE OF CONSTRUCTION, TRADE, OR OTHER CRITERIA) TO SERVE AS THE BENCHMARK FOR EACH ALIGNMENT. LOCATION (IN THIS DIRECTION) OF ONE ITEM IN LINE IS ESTABLISHED BY DIMENSION OR OTHER RULE (RULE NO 3 SHOWN). ACTUAL LINE OF ALIGNMENT DETERMINED BY SELECTING ONE ITEM AS BENCHMARK; OTHER ITEMS ARE LOCATED TO ALIGN WITH BENCHMARK ITEM. SPACE EQUALLY. ALIGN ALIGN WITH FEATURES SHOWN DIMENSIONED ELSEWHERE IN SPACE RULE 5 LOCATE ITEMS ALIGNED WITH OTHER ITEMS SHOWN DIMENSIONED ELSEWHERE IN SPACE (OR CEILING PLANE). LOOK FOR DIMENSIONS OR NOTES SHOWN IN LINE BEYOND DIM ON PLANLOCATE FEATURES SYMMETRICALLY RULE 6 LOCATE ITEMS ALIGNED WITH OTHER ITEMS SHOWN DIMENSIONED ELSEWHERE IN SPACE (OR CEILING PLANE). CENTERLINES OF SPACE OR PLANE DIM ON PLAN EQUAL EQUAL EQUALEQUAL EQUAL EQUAL EQUAL EQUALLOCATE ITEMS (LIGHT FIXTURES, SPRINKLER HEADS, DEVICES, ETC) AT CENTER OF PANEL ON SQUARE GRID-TYPE CEILINGS WHEN NOT DIMENSIONED BUT OCCURS ON A SQUARE GRID-TYPE CEILING RULE 7 LOCATE ITEMS (LIGHT FIXTURES, SPRINKLER HEADS, DEVICES, ETC) AT CENTER OF SHORT DIRECTION OF RECTANGULAR PANEL; LOCATE AT 1/4, 1/2, OR 3/4 POINT OF LONG DIRECTION OF RECTANGULAR PANEL WHEN NOT DIMENSIONED BUT OCCURS ON A RECTANGULAR GRID-TYPE CEILING RULE 8 LOCATE HEADS AS SHOWN ON A-SERIES DRAWINGS RULE 1 REFLECTED CEILING PLAN ILLUSTRATES IDEAL PATTERN IN MANY SPACES HEADS NOT SHOWN IN SPACE SHOWN HATCHED -LOCATE AS REQD BY CODE DOT INDICATES IDEAL POINT FOR MANY SPACES, THE ARCHITECTURAL REFLECTED CEILING PLANS ESTABLISH AN IDEAL PATTERN FOR LOCATING SPRINKLER HEADS. IN SPACES WHERE HEADS ARE SHOWN, FOLLOW PATTERN ESTABLISHED BY THE DRAWINGS. WHERE ADDL HEADS ARE REQUIRED TO CONFORM WITH CODE, PROVIDE HEADS IN GENERAL CONFORMITY WITH PATTERN ESTABLISHED BY THE DRAWINGS. IN SPACES WHERE SPRINKLER HEADS ARE NOT SHOWN BY THE ARCHITECTURAL REFLECTED CEILING PLANS, PROVIDE HEADS ARE REQUIRED BY CODE. LOCATE HEADS WITHIN 3" DIAMETER OF IDEAL LOCATION POINT RULE 2 LOCATE SPRINKLER HEADS WITHIN 3" DIAMETER OF IDEAL POINT DIMENSIONED (OR SHOWN BY RULE) ON REFLECTED CEILING PLAN. IDEAL POINT 3" DIA TOLERANCE CIRCLE LOCATE LINES OF HEADS WITHIN 1 1/2" OF IDEAL CENTERLINE RULE 3 LOCATE SPRINKLER HEADS WITHIN 3" DIAMETER OF IDEAL POINT DIMENSIONED (OR SHOWN BY RULE) ON REFLECTED CEILING PLAN. 3" DIA TOLERANCE CIRCLE IDEAL POINT IDEAL CENTERLINE 1 1/2" OFFSET TOLERANCE LINE LOCATE LINES OF HEADS WITHIN 1 1/2" OF LINE LINKING ACTUAL END HEADS RULE 4 LOCATE SPRINKLER HEADS WITHIN 3" DIAMETER OF IDEAL POINT DIMENSIONED (OR SHOWN BY RULE) ON REFLECTED CEILING PLAN. 3" DIA TOLERANCE CIRCLE ACTUAL HEAD LOCATED AT END OF LINE OF HEADS CENTERLINE LINKING ACTUAL HEADS 1 1/2" OFFSET TOLERANCE LINE ACTUAL HEAD LOCATION (SHOWN BY DOT) 3" DIA TOLERANCE CIRCLE AROUND IDEAL POINT (SEE RULE NO. 2) ACTUAL HEAD LOCATION (SHOWN BY DOT) IDEAL CENTERLINE (SEE RULE NO. 3) ACTUAL CENTERLINE ESTABLISHED BY PREVIOUS HEADS IN LINE (SEE RULE NO. 4) ACTUAL CENTERLINE ESTABLISHED BY PREVIOUS HEADS IN LINE RULES COMBINE TO LIMIT LOCATION OF THIS HEAD TO AREA SHOWN HATCHED ACTUAL HEAD LOCATION (SHOWN BY DOT) IDEAL CENTERLINE RULES COMBINED RULE 5 RULES NO. 2, NO. 3, AND 4 WHEN COMBINED MAY RESULT IN MORE RESTRICTIVE TOLERANCES TYPICAL RULES FOR DETERMINING REFLECTED CEILING PLAN LOCATIONS, DIMENSIONS, AND CONFIGURATIONS TYPICAL TOLERANCES FOR LOCATING SPRINKLER HEADSDIM ON PLAN DIM ON PLANDIM ON PLANDIM ON PLAN EQ EQEQ EQ EQEQ EQ EQ EQ EQ 1X EQ 3X EQ EQ EQ DIM OR RULE DIM OR RULE© DLR GroupRevisions -ALL PROJECT COMMUNICATION TO BE SENT TO MARK REED/MONICA BATES, NOT AOR.5/25/2021 3:31:23 PMC:\Revit\_2020\KH Indianapolis Expansion CD's v_20_hgriffo.rvt23-21100-00 5.26.2021 BID/PERMIT TYPICAL REFLECTED CEILING PLAN LOCATIONS A0.2250 E. 96TH ST. #580INDIANAPOLIS, IN 46240INDIANAPOLIS, INDIANA07/19/21 48" MAX TO HIGHEST OPERABLE PART80" OR 6" BELOW CEILING - WHICHEVER IS LOWER18" UNO0' - 9" 0' - 4"0' - 7" 0' - 4" 0' - 5" 0' - 4"0' - 7"18" U.N.O.EQ EQ ON WALL WHEN WALL IS 4'-0" LONG OR LESS CENTER ALL WALL MOUNTED ELEMENTS ANY WALL MOUNTED ELEMENTS THAT ARE WITHIN 3'-0" HORIZONTALLY OF EACH OTHER ARE TO BE ALIGNED VERTICALLY WERE POSSIBLE 80" OR 6" BELOW CEILING - WHICHEVER IS LOWER48" MAX TO HIGHEST OPERABLE PARTWALL MOUNTED FIRE STROBES. REFER TO MEP 18" U.N.O.EQ EQ ELEMENTS ON COLUMN CENTER ALL WALL MOUNTED 80" OR 6" BELOW CEILING - WHICHEVER IS LOWER48" MAX TO HIGHEST OPERABLE PARTWALL MOUNTED SWITCH, PHONE, OR THERMOSTAT. REFER TO MEP WALL MOUNTED FIRE STROBES. REFER TO MEP 18" U.N.O. EQ EQ ELEMENTS ON COLUMN CENTER ALL WALL MOUNTED 80" OR 6" BELOW CEILING - WHICHEVER IS LOWER 48" MAX TO HIGHEST OPERABLE PART WALL MOUNTED SWITCH, PHONE, OR THERMOSTAT. REFER TO MEP WALL MOUNTED POWER OUTLET AND/OR COMMUNICATIONS OUTLET. REFER TO MEP. CENTER OUTLET OR GROUP ON CENTERLINE OF COLUMN WALL MOUNTED POWER OUTLET OR COMMUNICATIONS OUTLET. REFER TO MEP. CENTER OUTLET OR GROUP ON CENTERLINE OF COLUMN 18" U.N.O.EQ EQ SEGMENT WHEN SEGMENT IS 4'-0" LONG OR LESS CENTER ALL WALL MOUNTED ELEMENTS ON WALL ANY WALL MOUNTED ELEMENTS THAT ARE WITHIN 3'-0" HORIZONTALL Y OF EACH OTHER ARE TO BE ALIGNED VERTICALLY WERE POSSIBLE 80" OR 6" BELOW CEILING - WHICHEVER IS LOWER48" MAX TO HIGHEST OPERABLE PARTWALL MOUNTED FIRE STROBES. REFER TO MEP WALL MOUNTED SWITCH, PHONE, THERMOSTAT, RELEASE BUTTON, OR CARD READER. REFER TO MEP WALL MOUNTED POWER OUTLET OR COMMUNICATIONS OUTLET. REFER TO MEP. CENTER OUTLET OR GROUP ON CENTERLINE OF COLUMN WALL MOUNTED FIRE STROBES. REFER TO SPECIAL SYSTEM DRAWINGS. WALL MOUNTED SWITCH, PHONE, THERMOSTAT, RELEASE BUTTON, OR CARD READER. REFER TO MEP WALL MOUNTED POWER OUTLET OR COMMUNICATIONS OUTLET. REFER TO MEP. CENTER OUTLET OR GROUP ON CENTERLINE OF COLUMN WALL MOUNTED FIRE STROBES. REFER TO MEP WALL MOUNTED SWITCH, PHONE, THERMOSTAT, RELEASE BUTTON, OR CARD READER. REFER TO MEP WALL MOUNTED POWER OUTLET OR COMMUNICATIONS OUTLET. REFER TO MEP. CENTER OUTLET OR GROUP ON CENTERLINE OF COLUMN 0' - 2" 0' - 2" AT COLUMN AT COLUMNAT DOOR WITH RETURN AT DOOR AT DOOR WITH DETACHED SIDELIGHT 48" MAX TO HIGHEST OPERABLE PART80" OR 6" BELOW CEILING - WHICHEVER IS LOWER18" UNO0' - 8"48" MAXFIRE EXTINGUISHER CABINET FURNITURE WHIPS ANY WALL MOUNTED ELEMENTS THAT ARE WITHIN 3'-0" HORIZONTALLY OF EACH OTHER ARE TO BE ALIGNED VERTICALLY WERE POSSIBLE WALL MOUNTED FIRE STROBES. REFER TO SPECIAL SYSTEMS DRAWINGS WALL MOUNTED SWITCH, PHONE, OR THERMOSTAT. REFER TO MECHANICAL, ELECTRICAL, AND SPECIAL SYSTEMS DRAWINGS WALL MOUNTED POWER OUTLET OR COMMUNICATIONS OUTLET. REFER TO ELECTRICAL AND SPECIAL SYSTEM DRAWINGS. CENTER OUTLET OR GROUP ON CENTERLINE OF COLUMN AT WALL 44" MAX. TO TOP OF OUTLET44" MAX. TO TOP OF OUTLETSAT BASE CABINET WITH SPLASH AT BASE CABINET WITH SPLASH AND ADJACENT TO QUADRAPLEX OUTLET AT BASE CABINET WITHOUT SPLASH OR WITH FULL HEIGHT SPLASH COMMUNICATIONS OUTLET. REFER MEP. MOUNT HORIZONTALLY SWITCH. REFER MEP. MOUNT HORIZONTALLY POWER OUTLET. REFER MEP. MOUNT HORIZONTALLY COMMUNICATIONS OUTLET. REFER MEP. POWER OUTLET OR COMMUNICATIONS OUTLET. REFER MEP. QUAD. POWER OUTLET. REFER MEP. COMMUNICATIONS OUTLET. REFER MEP. MOUNT HORIZONTALLY SWITCH. REFER MEP. MOUNT HORIZONTALLY POWER OUTLET. REFER MEP. MOUNT HORIZONTALLY AT BASE CABINET END WITHOUT SPLASH OR WITH FULL HEIGHT SPLASH 0' - 4"EQ EQ 0' - 3 1/2" 0' - 3 1/2" COMMUNICATIONS OUTLET. REFER MEP. MOUNT HORIZONTALLY POWER OUTLET. REFER MEP. MOUNT HORIZONTALLY AT BASE CABINET END WITHOUT SPLASH OR WITH FULL HEIGHT SPLASH AT BASE CABINET END WITHOUT SPLASH OR WITH FULL HEIGHT SPLASH EQ EQ 0' - 4"SWITCH, POWER OUTLET, OR COMMUNICATIONS OUTLET. REFER MEP. MOUNT HORIZONTALLY EQ EQ 0' - 5"GANGED SWITCHES. REFER MEP. AT BASE CABINET END WITH SPLASH 0' - 3" COMMUNICATIONS OUTLET. REFER MEP. MOUNT HORIZONTALLY POWER OUTLET. REFER MEP. MOUNT HORIZONTALLY EQ EQ EQ EQ 0' - 3"SWITCH, POWER OUTLET, OR COMMUNICATIONS OUTLET. REFER MEP. MOUNT HORIZONTALLY AT BASE CABINET END WITH SPLASH AT BASE CABINET END WITH SPLASH GANGED SWITCHES. REFER MEP. EQ EQ 0' - 4"VERIFY MOUNTING HEIGHTS FOR ALL OUTLETS THAT ARE LOCATED AT BASE CABINETS 1. PROVIDE WHITE DECORA SCREWLESS DEVICE COVERPLATES UNLESS NOTED OTHERWISE. 2. ALL DEVICES SHALL BE WHITE UNO. 3. VERIFY MOUNTING HEIGHTS FOR ALL OUTLET LOCATIONS ADJACENT TO BASE CABINETS. CONFIRM MOUNTING HEIGHT AND LOCATION OF ANY OUTLETS SHOWN TO BE MOUNTED BEHIND OR INSIDE BASE CABINETS. WHERE OUTLETS ARE PROVIDED FOR EQUIPMENT CONTAINED IN CABINETS COORDINATE OUTLET LOCATION WITH MILLWORK VENDOR, A/V VENDER, AND/OR DATA/COMMUNICATIONS VENDER. VERIFY MOUNTING HEIGHTS FOR ALL OUTLETS THAT ARE LOCATED AT BASE CABINETS 0' - 6"48" MAX TO HIGHEST OPERABLE PART80" OR 6" BELOW CEILING - WHICHEVER IS LOWER18" UNO0' - 9" WALL MOUNTED FIRE STROBES. REFER TO MEP WALL MOUNTED GANGED LIGHT SWITCHES. REFER TO MEP WALL MOUNTED POWER OUTLET OR COMMUNICATIONS OUTLET. REFER TO MEP. CENTER OUTLET OR GROUP ON CENTERLINE OF COLUMN AT DOOR WITH GANGED LIGHT SWITCH 0' - 6"48" MAX TO HIGHEST OPERABLE PART80" OR 6" BELOW CEILING - WHICHEVER IS LOWER18" UNO0' - 9" WALL MOUNTED FIRE STROBES. REFER TO MEP WALL MOUNTED SWITCH, PHONE, THERMOSTAT, RELEASE BUTTON, OR CARD READER. REFER TO MEP WALL MOUNTED POWER OUTLET OR COMMUNICATIONS OUTLET. REFER TO MEP. CENTER OUTLET OR GROUP ON CENTERLINE OF COLUMN AT EDGE OF WALL 0' - 6" EDGE WHEN LENGHT OF WALL IS GREATER THAN 4'-0" LOCATE ALL WALL MOUNTED ELEMENTS 9" FROM 48" MAX TO HIGHEST OPERABLE PART80" OR 6" BELOW CEILING - WHICHEVER IS LOWER18" UNO0' - 9" WALL MOUNTED FIRE STROBES. REFER TO MEP WALL MOUNTED SWITCH, PHONE, THERMOSTAT, RELEASE BUTTON, OR CARD READER. REFER TO MEP WALL MOUNTED POWER OUTLET OR COMMUNICATIONS OUTLET. REFER TO MEP. CENTER OUTLET OR GROUP ON CENTERLINE OF COLUMN AT EDGE OF WALL SEGMENT WHEN WALL SEGMENT IS 4'-0" LONG OR LESS CENTER ALL WALL MOUNTED ELEMENTS ON WALL WALL MOUNTED FIRE STROBES. REFER TO MEP 18" U.N.O.EQ EQ ELEMENTS ON COLUMN CENTER ALL WALL MOUNTED 80" OR 6" BELOW CEILING - WHICHEVER IS LOWER48" MAX TO HIGHEST OPERABLE PARTWALL MOUNTED GANGED LIGHT SWITCHES WALL MOUNTED POWER OUTLET AND/OR COMMUNICATIONS OUTLET. REFER TO MEP. CENTER OUTLET OR GROUP ON CENTERLINE OF COLUMN 0' - 2" 0' - 2" AT COLUMN WITH GANGED SWITCHES NOTES0' - 4"EDGE WHEN LENGTH OF WALL IS GREATER TAN 4'-0" LOCATE ALL WALL MOUNTED ELEMENTS 9" FROM © DLR GroupRevisions -ALL PROJECT COMMUNICATION TO BE SENT TO MARK REED/MONICA BATES, NOT AOR.5/25/2021 3:31:24 PMC:\Revit\_2020\KH Indianapolis Expansion CD's v_20_hgriffo.rvt23-21100-00 5.26.2021 BID/PERMIT TYPICAL MTG HEIGHTS A0.3250 E. 96TH ST. #580INDIANAPOLIS, IN 46240INDIANAPOLIS, INDIANA07/19/21 THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONSTRUCTION DOCUMENTS INCLUDING CONSULTANT'S DRAWINGS AND SHALL IMMEDIATELY REPORT ANY NOTED DISCREPANCIES, INCONSISTENCIES, OR OMISSIONS TO THE ARCHITECT. CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONSTRUCTION DOCUMENTS, OR WHERE REQUIRED, APPROVED SHOP DRAWINGS, PRODUCT DATA, OR SAMPLES FOR SUCH PORTIONS OF THE WORK. AIA DOCUMENT A201-2007 GENERAL CONDITIONS SHALL BE INCORPORATED INTO THESE DOCUMENTS. THE CONSTRUCTION DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S DESIGN SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THESE DOCUMENTS SHALL NOT BE USED BY OTHERS IN WHOLE OR IN PART FOR ADDITIONS TO THIS PROJECT OR FOR OTHER PROJECTS. G1 SUPPLEMENTAL INSTRUCTIONS G1.1 ADD THE FOLLOWING DEFINITION TO AIA A201, PARAGRAPH 1.1 - BASIC DEFINITIONS, 1.1.9 - THE USE OF THE WORD "PROVIDE" IN CONNECTION WITH ANY ITEM SPECIFIED IS INTENDED TO MEAN THAT SUCH SHALL BE FURNISHED, INSTALLED AND CONNECTED, WHERE SO REQUIRED, UNLESS NOTED OTHERWISE (U.N.O.) G1.2 ADD THE FOLLOWING DEFINITION TO AIA A201, PARAGRAPH 1.1 -BASIC DEFINITIONS, 1.1.10 -THE TERM "BUILDING STANDARD" AS NOTED ON DRAWINGS AND AS SPECIFIED HEREIN, REFERS TO ALL MATERIALS, LABOR, INSTALLATION, ETC. PER BUILDING OWNER'S CRITERIA. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH OWNER FOR PROCUREMENT OF BUILDING STANDARDS DOCUMENTATION. G1.3 ADD THE FOLLOWING DEFINITION TO AIA A201, PARAGRAPH 1.1 -BASIC DEFINITIONS, 1.1.11 -"WORK" SHALL INCLUDE ALL LABOR, ASSEMBLIES AND FINISH WORK WITH ALL PARTS AND MATERIALS NECESSARY TO MAKE A COMPLETE, IN PLACE, PROPERLY WORKING AND FINISHED INSTALLATION, REGARDLESS OF WHETHER SHOWN ON THE DRAWINGS OR NOT. G2 CONSTRUCTION DOCUMENTS G2.1 ALL DIMENSIONS AND DESCRIPTIONS ON CONSTRUCTION DRAWINGS ARE COMPLEMENTARY. ANY WORK SHOWN OR REFERRED TO ON ANY CONSTRUCTION DOCUMENT SHALL BE PROVIDED AS THOUGHON ALL RELATED DOCUMENTS. G2.2 ANY CONFLICTS BETWEEN THE MECHANICAL/ ELECTRICAL/ PLUMBING/ SPECIAL SYSTEMS OR OTHER DRAWINGS IN THIS SET ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT PRIOR TO CONSTRUCTION. G2.3 UNLESS NOTED OTHERWISE, ALL DRAWINGS HAVE BEEN PRODUCED TO SCALE, CONTRACTOR SHALL NOT DIRECTLY MEASURE OR "SCALE" SAID DRAWINGS TO ASCERTAIN ANY DIMENSION. G3 CONTRACTUAL RELATIONSHIPS G3.1 NOTHING CONTAINED IN THESE DRAWINGS, OR IN ANY ACCOMPANYING CONTRACT DOCUMENTS, SHALL CREATE ANY CONTRACTUAL RELATIONSHIP BETWEEN THE CONTRACTOR AND THE ARCHITECT. G4 BIDDING G4.1 PRIOR TO THE BID, THE CONTRACTOR SHALL EXAMINE THE SITE AND PORTIONS THEREOF WHICH WILL AFFECT THIS WORK AND SHALL COMPARE IT WITH THE DRAWINGS AND BE SATISFIED AS TO THE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. THE CONTRACTOR SHALL AT SUCH TIME ASCERTAIN AND CHECK LOCATIONS OF THE EXISTING STRUCTURE AND BUILDING SYSTEMS. G4.2 CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY VARIATIONS OR DISCREPANCIES FROM THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. THE SUBMISSION OF A BID WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT AND/ OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED. G4.3 WITHIN FIVE (5) DAYS FROM AWARD OF THE CONTRACT, CONTRACTOR SHALL PROVIDE A SUBCONTRACTOR'S LIST INCLUDING CONTACT AND LICENSING INFORMATION. G4.4 THE CONTRACTOR SHALL EXPRESSLY ACKNOWLEDGE, IN WRITING, IN HIS BID, THAT HE HAS READ AND REVIEWED THESE CONSTRUCTION DOCUMENTS IN THEIR ENTIRETY, INCLUDING ALL INFORMATION CONTAINED IN THESE SPECIFICATION SHEETS. G5 CONSTRUCTION PROGRESS SCHEDULE G5.1 THE CONTRACTOR, PRIOR TO BEING GIVEN NOTICE TO PROCEED, SHALL PREPARE AND SUBMIT TO THE ARCHITECT A PRELIMINARY CONSTRUCTION SCHEDULE OF THE WORK IN BAR CHART FORM. G5.2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING PERMITS FOR ALL PHASES OF THE WORK AS REQUIRED BY FEDERAL, STATE, COUNTY AND MUNICIPAL LAW. G6 USE OF PREMISES G6.1 CONTRACTOR SHALL CONFINE HIS APPARATUS, DELIVERY AND STORAGE OF MATERIALS, AND THE OPERATION OF HIS WORKERS TO LIMITS DEFINED BY THE OWNER. CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER THE PREMISES TO THE INCONVENIENCE OF THE TENANTS AND OWNER'S PERSONNEL AND OPERATION. G6.2 CONTRACTOR SHALL MINIMIZE NOISE DISTURBANCE TO ADJACENT OCCUPANTS. G6.3 CORING AND OTHER WORK WHICH MIGHT AFFECT OTHER TENANTS SHALL BE SCHEDULED WITH OWNER'S AND BUILDING LANDLORD'S APPROVAL. G6.4 CONTRACTOR IS RESPONSIBLE FOR STACKING OF ALL MATERIALS DURING CONSTRUCTION IN A MANNER THAT PREVENTS LIVE LOADS FROM EXCEEDING THOSE ALLOWED FOR IN THE BUILDING'S STRUCTURALDESIGN. CONTRACTOR TO COORDINATE THIS WITH BUILDING LANDLORD. G7 CONSTRUCTION OFFICE G7.1 CONTRACTOR SHALL PROVIDE AND MAINTAIN A FIELD CONSTRUCTION OFFICE, LOCATED AS DIRECTED BY THE OWNER AND/OR LANDLORD. G7.2 CONTRACTOR SHALL ALLOW FOR ACCESS BY OTHER VENDORS AND OWNER'S OWN FORCES. CONTRACTOR SHALL COOPERATE WITH THE TENANT ON SCHEDULING AND PERFORMING THE CONTRACTOR'S WORK TO AVOID CONFLICT, DELAY, OR INTERFERENCE WITH THE WORK OF OTHER VENDORS OR THE CONSTRUCTION OR OPERATIONS OF THE OWNER'S OWN FORCES. G7.3 CONTRACTOR SHALL MAINTAIN, ON THE SITE, ONE RECORD COPY OF THE RECORD DRAWINGS, RECORD SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND SIMILAR REQUIRED SUBMITTALS FOR REFERENCE. G7.4 CONTRACTOR SHALL PROVIDE UNLIMITED LOCAL TELEPHONE SERVICE FOR THE USE OF ALL SUBCONTRACTORS, SUPPLIERS, DESIGNERS, AND INSPECTORS. LONG DISTANCE CHARGES SHALL BE PAID BY THE CONTRACTOR AND MAY BE CHARGED TO THOSE INCURRING SUCH COSTS. G8 TOILET FACILITIES AND DRINKING WATER G8.1 UPON THE APPROVAL OF THE OWNER, THE USE OF DESIGNATED TOILET FACILITIES AND DRINKING FOUNTAINS WITHIN THE BUILDING SHALL BE AVAILABLE FOR THE USE OF ALL WORKERS FOR THE DURATION OF THE PROJECT. IF, AT ANY TIME, THE OWNER FEELS THAT ANY OF THE WORKMEN ARE RESPONSIBLE FOR LEAVING A TOILET ROOM OR DRINKING FOUNTAIN UNNECESSARILY DIRTY, OR ARE RESPONSIBLE FOR CAUSING ANY DAMAGE TO EXISTING TOILET FACILITIES OR DRINKING FOUNTAINS, THE OWNER MAY HOLD THE CONTRACTOR RESPONSIBLE FOR THE COST OF CLEANUP OR REPAIR. G9 PROTECTION OF PERSONS AND PROPERTY G9.1 CONTRACTOR SHALL PROTECT AREAS AND NEW OR EXISTING MATERIALS AND FINISHES FROM DAMAGE WHICH MAY OCCUR FROM CONSTRUCTION, DEMOLITION, DUST, WATER, ETC., AND SHALL PROVIDE AND MAINTAIN TEMPORARY BARRICADES, CLOSURE WALLS, ETC., AS REQUIRED TO PROTECT THE PUBLIC DURING THE PERIOD OF CONSTRUCTION. DAMAGE TO NEW AND EXISTING MATERIAL, FINISHES, STRUCTURES, AND EQUIPMENT SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT THE EXPENSE OF THE CONTRACTOR. G9.2 CONTRACTOR SHALL ERECT DUST-PROOF BARRIERS, AT THE DIRECTION OF THE OWNER. G10 INTERRUPTION OF SERVICES G10.1 CONTRACTOR SHALL COOPERATE WITH OWNER IN REGARD TO ANY INTERRUPTIONS OR SHUTDOWN OF ELECTRICAL, MECHANICAL, PLUMBING, OR TELEPHONE SERVICE. OWNER SHALL BE NOTIFIED AS REQUIRED BUT NOT LESS THAN 48 HOURS IN ADVANCE BEFORE SHUTDOWN OCCURS. G11 SECURITY G11.1 CONTRACTOR SHALL OBTAIN THROUGH OWNER, THE REQUIRED SECURITY CLEARANCES, ACCESS ARRANGEMENTS, PASSES, OR BADGES NECESSARY FOR ALL WORKERS, SUBCONTRACTORS, AND SUPPLIERS WHO MAY REQUIRE ACCESS TO THE FACILITY DURING CONSTRUCTION, AND SHALL COOPERATE WITH THE OWNER IN REGARD TO ANY AREAS OF LIMITED ACCESS. G12 DEBRIS CONTROL AND CLEANING G12.1 THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIAL ON A REGULAR BASIS, AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING TO PREVENT ANY DIRT, DEBRIS, OR DUST FROM AFFECTING, IN ANY WAY, FINISHED AREAS INSIDE OR OUTSIDE JOB SITE. THE BUILDING REFUSE FACILITIES SHALL NOT BE USED FOR THIS PURPOSE. G12.2 AT COMPLETION, THE CONTRACTOR SHALL LEAVE PREMISES AND ALL SURFACES AND FIXTURES FINISHED, CLEANED, ORDERLY, AND READY FOR MOVE-IN. G14 PROJECT MEETINGS G13.1 AT THE OWNERS REQUEST, THE CONTRACTOR SHALL SCHEDULE REGULAR MEETINGS TO REVIEW THE PROJECT. G13.2 THE CONTRACTOR SHALL PREPARE AGENDAS OF THE MEETING AND DISTRIBUTE COPIES TO PARTIES IN ATTENDANCE. IN GENERAL, THESE MEETINGS SHOULD BE ATTENDED BY: THE CONTRACTOR, THE OWNER OR OWNER'S REPRESENTATIVE, THE ARCHITECT, THE SUBCONTRACTORS OR SUPPLIERS AS MAY BE APPROPRIATE TO THE AGENDA, AND OTHERS. G13.3 THE CONTRACTOR SHALL RECORD MINUTES OF THE PROJECT MEETINGS INCLUDING SIGNIFICANT PROCEDURES AND DECISIONS. COPIES OF THESE MINUTES SHALL BE DISTRIBUTED WITHIN FOUR DAYS AFTER EACH MEETING TO ALL PARTICIPANTS. G14 WORKMANSHIP AND MATERIALS G14.1 ALL WORK SHALL BE DONE IN THE FINEST QUALITY/WORKMANSHIP -LIKE MANNER, IN ACCORDANCE WITH THE INDUSTRY STANDARD FOR CONSTRUCTION, FABRICATION AND INSTALLATION FOR EACH TRADE. UNLESS OTHERWISE NOTED, USE ONLY NEW, HIGHEST QUALITY MATERIALS CONSISTENT WITH SPECIFICATIONS AS INDICATED. G15 SUBMITTALS G15.1 WITHIN FIVE (5) DAYS FROM AWARD OF THE CONTRACT, CONTRACTOR SHALL SUBMIT TO THE ARCHITECT, A DETAILED SHOP DRAWING SUBMITTAL AND SAMPLE SCHEDULE. G15.2 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL FABRICATED ITEMS INCLUDING MECHANICAL AND ELECTRICAL EQUIPMENT, CUT SHEETS FOR ALL FIXTURES AND EQUIPMENT AND SAMPLES OF ALL FINISHES TO THE ARCHITECT PRIOR TO TIMELY ORDERING. A SUMMARY OF (BUT NOT LIMITED TO) SUBMITTALS REQUIRED UNDER THE ARCHITECTURAL SCOPE OF WORK ARE AS FOLLOWS. G15.3 THE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK REQUIRING SUBMITTAL AND REVIEW OF SHOP DRAWINGS, PRODUCT DATA, SAMPLES OR SIMILAR SUBMITTALS UNTIL THE RESPECTIVE SUBMITTAL HAS BEEN REVIEWED AND APPROVED BY THE ARCHITECT. SUCH WORK SHALL BE IN ACCORDANCE WITH ACCEPTED SUBMITTALS. G15.4 THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITIES FOR DEVIATIONS FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS BY ARCHITECT'S REVIEW OF SHOP DRAWINGS, PRODUCT DATA, SAMPLES OR SIMILAR SUBMITTALS UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE ARCHITECT, IN WRITING, OF SUCH DEVIATION AT THE TIME OF SUBMITTAL AND THE ARCHITECT HAS GIVEN WRITTEN ACCEPTANCE TO THE SPECIFIC DEVIATION. THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR ERRORS OR OMISSIONS OF SHOP DRAWINGS, PRODUCT DATA, SAMPLES OR SIMILAR SUBMITTALS BY ARCHITECT'S ACCEPTANCE THEREOF. G15.5 THE ARCHITECT WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION UPON THE CONTRACTOR'S SUBMITTALS SUCH AS SHOP DRAWINGS, PRODUCT DATA AND SAMPLES, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS. ARCHITECT'S ACTION WILL BE TAKEN WITH SUCH REASONABLE PROMPTNESS AS TO CAUSE NO DELAY IN THE WORK OR IN THE ACTIVITIES OF THE OWNER, CONTRACTOR OR SEPARATE CONTRACTORS, WHILE ALLOWING SUFFICIENT TIME IN ARCHITECT'S PROFESSIONAL JUDGMENT TO PERMIT ADEQUATE REVIEW. REVIEW OF SUCH SUBMITTALS IS NOT CONDUCTED FOR THE PURPOSE OF DETERMINING THE ACCURACY AND COMPLETENESS OF OTHER DETAILS SUCH AS DIMENSIONS AND QUANTITIES, OR FOR SUBSTANTIATING INSTRUCTIONS FOR INSTALLATION OR PERFORMANCE OF EQUIPMENT OR SYSTEMS ALL OF WHICH REMAIN THE RESPONSIBILITY OF THE CONTRACTOR AS REQUIRED BY THE CONTRACT DOCUMENTS. ARCHITECT'S REVIEW SHALL NOT CONSTITUTE APPROVAL OF SAFETY PRECAUTIONS, OR UNLESS OTHERWISE SPECIFICALLY STATED BY THE ARCHITECT, OF ANY CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES. ARCHITECT'S REVIEW OF A SPECIFIC ITEM SHALL NOT INDICATE APPROVAL OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. G15.6 BY APPROVING AND SUBMITTING SHOP DRAWINGS AND SAMPLES TO THE ARCHITECT, THE CONTRACTOR REPRESENTS THAT HE HAS DETERMINED AND VERIFIED FIELD MEASUREMENTS, FIELD CONSTRUCTION CRITERIA, MATERIALS, CATALOG NUMBERS AND SIMILAR DATA, THAT EACH SUBMITTAL HAS BEEN CHECKED AND COORDINATED WITH THE REQUIREMENTS OF THE CONTRACT. G15.7 THE CONTRACTOR SHALL REVIEW AND STAMP, WITH HIS APPROVAL , ALL SUBMITTALS. ANY SUBMITTALS WHICH DO NOT BEAR CONTRACTOR'S APPROVAL STAMP SHALL BE RETURNED WITHOUT REVIEW. WHERE PRINTED MATERIALS DESCRIBE MORE THAN ONE PRODUCT OR MODEL, CLEARLYIDENTIFY WHICH IS TO BE FURNISHED. SHOP DRAWINGS SHALL NOT BE REPRODUCTIONS OF CONSTRUCTION DOCUMENTS. EACH SHOP DRAWING, SAMPLE AND PRODUCT DATA SUBMITTAL SHALL BE PROPERLY IDENTIFIED BEARING THE NAME AND QUALITY OF THE MATERIAL, THE MANUFACTURER'S NAME, THE CONTRACTOR'S NAME, THE SUBCONTRACTOR'S NAME, THE NAME OF THE PROJECT AND THE DATE OF SUBMISSION. G15.8 REJECTED SHOP DRAWINGS AND SAMPLES SHALL BE RESUBMITTED AS SOON AS POSSIBLE AND SHALL BE IDENTIFIED AS "RESUBMITTALS". G15.9 THE CONTRACTOR SHALL IDENTIFY SPECIFIC ATTENTION, IN WRITING, ON RESUBMITTED SHOP DRAWINGS, PRODUCT DATA OR SAMPLES TO REVISIONS, OTHER THAN THOSE REQUESTED BY THE ARCHITECT. G15.10 THE CONTRACTOR SHALL MAKE SUBMITTALS IN THE FOLLOWING QUANTITIES: PROVIDE 1 COPY OF THE FOLLOWING SECTIONS: 092116 104416 087100 113000 100000 PROVIDE 1 COPY AND 1 SAMPLE OF THE FOLLOWING SECTIONS: 072700 081100 081400 083000 081116 093000 095100 088000 096513 096800 096500 098000 099000 097200 106900 122000 PROVIDE 1 COPIES AND 1 SAMPLE OF THE FOLLOWING SECTIONS: 064000 099700 079000 PROVIDE 1 COPIES OF THE FOLLOWING SECTION: 230000 260000 G16 CLARIFICATIONS G16.1 ALL REQUESTS FOR CLARIFICATION OF THE CONSTRUCTION DRAWINGS SHALL BE DIRECTED TO THE ARCHITECT USING THE REQUEST FOR INFORMATION (R.F.I) FORM. ALL RESPONSES SHALL BE ISSUED THROUGH THE ARCHITECT IN THE R.F.I. FORM OR ARCHITECTS SUPPLEMENTAL INSTRUCTION (A.S.I.). G17 CLAIMS FOR ADDITIONAL COSTS G17.1 IF THE CONTRACTOR WISHES TO MAKE A CLAIM FOR AN INCREASE IN THE CONTRACT SUM, THEY SHALL GIVE THE ARCHITECT WRITTEN NOTICE THEREOF WITHIN SEVEN (7) DAYS AFTER THE OCCURRENCE OF THE EVENT GIVING RISE TO SUCH CLAIM. THIS NOTICE SHALL BE GIVEN BY THE CONTRACTOR BEFORE PROCEEDING TO EXECUTE THE WORK, EXCEPT IN AN EMERGENCY ENDANGERING LIFE OR PROPERTY. ANY CHANGE IN THE CONTRACT SUM RESULTING FROM SUCH CLAIM SHALL BE AUTHORIZED BY A WRITTEN CHANGE ORDER APPROVED BY OWNER. G18 DOCUMENTATION AT SITE G18.1 CONTRACTOR SHALL MAINTAIN, ON THE SITE, ONE RECORD COPY OF THE DRAWINGS/ SPECIFICATIONS, ADDENDA, CHANGE ORDERS AND OTHER MODIFICATIONS, AND MARKED CURRENTLY TO RECORD FIELD CHANGES AND SELECTIONS MADE DURING CONSTRUCTION. THREE COPIES OF THESE RECORD DRAWINGS ARE TO BE DELIVERED TO THE ARCHITECT FOR SUBMITTAL TO THE OWNER UPON COMPLETION OF THE WORK. G19 WARRANTIES AND OPERATING INSTRUCTIONS G19.1 PRIOR TO FINAL APPLICATION FOR PAYMENT OF THE PROJECT, THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT, IN TRIPLICATE, ON BEHALF OF THEMSELF AND THEIR SUBCONTRACTORS: A ONE (1) YEAR WRITTEN GUARANTEE AGAINST DEFECTIVE RESPECTIVE WORKMANSHIP AND/OR MATERIALS. THIS GUARANTEE SHALL BE IN ADDITION TO (NOT IN LIEU OF) ANY WARRANTIES AND/OR GUARANTEES PROVIDED BY PRODUCT MANUFACTURERS, SUPPLIERS, ETC. G19.2 PRIOR TO FINAL APPLICATION FOR PAYMENT, CONTRACTOR SHALL SUBMIT TO THE ARCHITECT, IN TRIPLICATE, CLOSEOUT DOCUMENTATION CONSISTING OF THE FOLLOWING: EVIDENCE OF COMPLIANCE WITH REQUIREMENTS OF GOVERNING AUTHORITIES. PROJECT RECORD DOCUMENTS OPERATIONS AND MAINTENANCE DATA WARRANTIES AND BONDS SPARE PARTS AND MAINTENANCE MATERIALS KEY AND KEYING SCHEDULE EVIDENCE OF PAYMENT AND RELEASE OF LIENS CONSENT OF SURETY AND FINAL PAYMENT CERTIFICATES OF INSURANCE FOR PRODUCTS AND COMPLETED OPERATIONS. G20 COMPLETION G20.1 WHEN CONTRACTOR IS NEARING COMPLETION, THEY SHALL NOTIFY THE ARCHITECT ACCORDINGLY IN WRITING. UPON INSPECTION, THE ARCHITECT SHALL PREPARE A FINAL PUNCH LIST OUTLINING INCOMPLETE OR UNACCEPTABLE WORK. CONTRACTOR SHALL COMPLETE ALL PUNCH LIST ITEMS WITHIN TWO (2) WEEKS OF RECEIPT OF PUNCH LIST. THE PROJECT WILL NOT BE CONSIDERED COMPLETE UNTIL ALL ITEMS ON THE PUNCH LIST HAVE BEEN RESOLVED AND ALL RECORD DRAWINGS, WARRANTIES AND OPERATING INSTRUCTIONS HAVE BEEN RECEIVED AND REVIEWED BY THE ARCHITECT. DRAWINGS SAMPLE DATA 064000 ARCHITECTURAL WOODWORK X X X 072700 AIR BARRIERS X X 079000 JOINT PROTECTION X X 081100 METAL DOORS & FRAMES X X 081116 ALUMINUM DOORS & FRAMES X X 081400 WOOD DOORS X X X 083000 SPECIALTY DOORS & FRAMES X X 087100 DOOR HARDWARE X X 088000 GLAZING X X 092116 GYPSUM BOARD ASSEMBLIES X 093000 TILING X 095100 ACOUSTICAL CEILINGS X 096500 RESILIENT FLOORING X 096513 RESILIENT BASE X 096800 CARPETING X 097200 WALL COVERING X 099000 PAINTING AND COATING X 096900 ACCESS FLOORING X 099700 SPECIAL COATINGS X X 100000 SPECIALTIES X X 104416 FIRE EXTINGUISHERS X 113100 APPLIANCES X 122000 WINDOW TREATMENTS X X 000000 GENERAL CONDITIONS NOTE: SOME OF THE SECTIONS BELOW MAY NOT BE APPLICABLE TO THIS PROJECT 1.01 REQUIREMENTS APPLY TO ALTERATION WORK SHOWN ON DRAWINGS AND SPECIFICATIONS. 1.02 PERFORM REMOVAL WORK, INCLUDING WRECKING AND CUTTING NECESSARY TO ALTERATION WORK, CHANGING OR ELIMINATION OF OLD FEATURES, INSTALLATION OF NEW WORK, OR JOINING AND KEYING OF NEW WORK TO EXISTING WORK. ITEMS REMOVED TEMPORARILY FOR CONVENIENCE OF CONTRACTOR SHALL BE REMOVED AND REPLACED AS APPROVED. 1.03 NEATLY REPLACE, PATCH AND FINISH IN KIND, ADJACENT SURFACES OR FEATURES DISPLACED OR DISTURBED IN PERFORMANCE OF ALTERATION WORK. MAKE CONNECTION OF NEW AND EXISTING WORK AS INCONSPICUOUS AS POSSIBLE. UPON COMPLETION OF WORK THERE SHALL BE NO DISCREPANCY BETWEEN NEW WORK AND EXISTING WORK. BROKEN AND CUT UNITS SHALL BE REPLACED WITH WHOLE UNITS. 1.04 MATCH EXISTING ADJOINING WORK. PREPARE EXISTING WORK TO RECEIVE NEW WORK. 1.05 WHEN SPECIFICALLY INDICATED, SALVAGABLE ITEMS REMOVED IN ALTERATION WORK MAY BE REUSED; OTHERWISE NEW ITEMS SHALL BE PROVIDED. SALVAGED ITEMS OF VALUE NOT INDICATED TO BE REUSED IN THE WORK SHALL REMAIN OWNER'S PROPERTY; STORE ON PREMISES WHERE DIRECTED. REMOVED ITEMS AND MATERIALS NOT OF VALUE TO OWNER AND NOT REUSED IN THE WORK SHALL BE DISPOSED OF OFF PREMISES AT CONTRACTOR'S EXPENSE. 1.06 ESTABLISH EXACT LAYOUTS, LOCATIONS, LINES AND ELEVATIONS OF WORK IN RELATION TO EXISTING WORK. OBTAIN AND VERIFY MEASUREMENTS FOR NEW WORK IN EXISTING AREAS. 1.07 PROVIDE PROTECTION AGAINST WEATHER AND CONSTRUCTION OPERATIONS FOR EXISTING EQUIPMENT, FINISHES, FLOORS AND FLOOR COVERINGS, FURNITURE, FIXTURES, HARDWARE AND OTHER IMPROVEMENTS IN AND ABOUT ALTERED AREAS. 1.08 PROVIDE TEMPORARY SUPPORT FOR WORK AS REQUIRED BY CONSTRUCTION OPERATIONS AND TO ENSURE SAFETY. 1.09 INTERFERENCE WITH OR INCONVENIENCE TO OCCUPANTS SHALL BE KEPT TO A MINIMUM. CONTRACTOR MAY BE REQUIRED TO WORK OVERTIME. 1.10 MAJOR NOISY MOTORS, CUTTING, DRILLING, AND FASTENING EQUIPMENT MUST BE COORDINATED WITH OWNER RULES AND REGULATIONS. VERIFY WORK TO BE DONE AFTER HOURS. 1.11 TEMPORARY DUST-RETARDING PARTITIONS AND BARRICADES SHALL BE BUILT BETWEEN WORK AREAS AND OCCUPIED AREAS. PREMISES SHALL BE KEPT CLEAN AND IN A SAFE CONDITION. RUBBISH SHALL BE REMOVED AS IT ACCUMULATES. 1.12 CORRIDORS AND ENTRANCES FOR USE OF OCCUPANTS AND REASONABLE ACCESS THERETO SHALL BE KEPT CLEAR OF BUILDING MATERIALS, REFUSE AND THE LIKE. 1.13 MATERIALS AND EQUIPMENT SHALL BE DELIVERED AND RUBBISH REMOVED THROUGH PASSAGES AS DIRECTED BY OWNER. 1.14 CONTRACTOR'S EMPLOYEES, EQUIPMENT AND THE LIKE SHALL BE RESTRICTED TO IMMEDIATE AREA OF CONSTRUCTION. 1.15 PROVIDE OWNER WITH 3% ATTIC STOCK OF ALL FINISH MATERIALS UNO. SECTION 013500 -SPECIAL PROCEDURES 1.01 REQUIREMENTS APPLY TO ALTERATION WORK SHOWN ON DRAWINGS AND SPECIFICATIONS. 1.02 PERFORM REMOVAL WORK, INCLUDING WRECKING AND CUTTING NECESSARY TO ALTERATION WORK, CHANGING OR ELIMINATION OF OLD FEATURES, INSTALLATION OF NEW WORK, OR JOINING AND KEYING OF NEW WORK TO EXISTING WORK. ITEMS REMOVED TEMPORARILY FOR CONVENIENCE OF CONTRACTOR SHALL BE REMOVED AND REPLACED AS APPROVED. 1.03 NEATLY REPLACE, PATCH AND FINISH IN KIND, ADJACENT SURFACES OR FEATURES DISPLACED OR DISTURBED IN PERFORMANCE OF ALTERATION WORK. MAKE CONNECTION OF NEW AND EXISTING WORK AS INCONSPICUOUS AS POSSIBLE. UPON COMPLETION OF WORK THERE SHALL BE NO DISCREPANCY BETWEEN NEW WORK AND EXISTING WORK. BROKEN AND CUT UNITS SHALL BE REPLACED WITH WHOLE UNITS. 1.04 MATCH EXISTING ADJOINING WORK. PREPARE EXISTING WORK TO RECEIVE NEW WORK. 1.05 WHEN SPECIFICALLY INDICATED, SALVAGABLE ITEMS REMOVED IN ALTERATION WORK MAY BE REUSED; OTHERWISE NEW ITEMS SHALL BE PROVIDED. SALVAGED ITEMS OF VALUE NOT INDICATED TO BE REUSED IN THE WORK SHALL REMAIN OWNER'S PROPERTY; STORE ON PREMISES WHERE DIRECTED. REMOVED ITEMS AND MATERIALS NOT OF VALUE TO OWNER AND NOT REUSED IN THE WORK SHALL BE DISPOSED OF OFF PREMISES AT CONTRACTOR'S EXPENSE. 1.06 ESTABLISH EXACT LAYOUTS, LOCATIONS, LINES AND ELEVATIONS OF WORK IN RELATION TO EXISTING WORK. OBTAIN AND VERIFY MEASUREMENTS FOR NEW WORK IN EXISTING AREAS. 1.07 PROVIDE PROTECTION AGAINST WEATHER AND CONSTRUCTION OPERATIONS FOR EXISTING EQUIPMENT, FINISHES, FLOORS AND FLOOR COVERINGS, FURNITURE, FIXTURES, HARDWARE AND OTHER IMPROVEMENTS IN AND ABOUT ALTERED AREAS. 1.08 PROVIDE TEMPORARY SUPPORT FOR WORK AS REQUIRED BY CONSTRUCTION OPERATIONS AND TO ENSURE SAFETY. 1.09 INTERFERENCE WITH OR INCONVENIENCE TO OCCUPANTS SHALL BE KEPT TO A MINIMUM. CONTRACTOR MAY BE REQUIRED TO WORK OVERTIME. 1.10 MAJOR NOISY MOTORS, CUTTING, DRILLING, AND FASTENING EQUIPMENT MUST BE COORDINATED WITH OWNER RULES AND REGULATIONS. VERIFY WORK TO BE DONE AFTER HOURS. 1.11 TEMPORARY DUST-RETARDING PARTITIONS AND BARRICADES SHALL BE BUILT BETWEEN WORK AREAS AND OCCUPIED AREAS. PREMISES SHALL BE KEPT CLEAN AND IN A SAFE CONDITION. RUBBISH SHALL BE REMOVED AS IT ACCUMULATES. 1.12 CORRIDORS AND ENTRANCES FOR USE OF OCCUPANTS AND REASONABLE ACCESS THERETO SHALL BE KEPT CLEAR OF BUILDING MATERIALS, REFUSE AND THE LIKE. 1.13 MATERIALS AND EQUIPMENT SHALL BE DELIVERED AND RUBBISH REMOVED THROUGH PASSAGES AS DIRECTED BY OWNER. 1.14 CONTRACTOR'S EMPLOYEES, EQUIPMENT AND THE LIKE SHALL BE RESTRICTED TO IMMEDIATE AREA OF CONSTRUCTION. 1.15 PROVIDE OWNER WITH 3% ATTIC STOCK OF ALL FINISH MATERIALS UNO. SECTION 013500 -SPECIAL PROCEDURES 1.01 UNLESS OTHERWISE INDICATED OR SPECIFIED, PERFORM THE WORK IN CONFORMANCE WITH THE APPLICABLE CODES, STANDARDS AND REGULATORY REQUIREMENTS FOR THE JURISDICTION IN WHICH THIS PROJECT IS LOCATED, AS REFERENCED ON COVER SHEET. A. UNIFORM OR INTERNATIONAL BUILDING CODE (INCLUDING ACCESSIBILITY AND STATE AMENDMENTS IF APPLICABLE) B. UNIFORM OR INTERNATIONAL PLUMBING CODE C. UNIFORM OR INTERNATIONAL MECHANICAL CODE D. NATIONAL ELECTRICAL CODE E. BUILDING OFFICIAL F. APPLICABLE ENERGY CODE 1.02 IN CASE OF CONFLICT BETWEEN REFERENCED REGULATORY REQUIREMENTS COMPLY WITH THE ONE ESTABLISHING THE MORE STRINGENT REQUIREMENTS; BETWEEN REFERENCED REGULATORY REQUIREMENTS AND CONTRACT DOCUMENTS COMPLY WITH THE ONE ESTABLISHING THE MORE STRINGENT REQUIREMENTS. SECTION 014100 -REGULATORY REQUIREMENTS 1.01 MATERIAL AND EQUIPMENT INCORPORATED IN THE WORK SHALL BE NEW, UNLESS OTHERWISE SPECIFIED, AND SUITABLE FOR INTENDED USE. NO MATERIAL OR EQUIPMENT SHALL BE USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT IS DESIGNED OR SPECIFIED. 1.02 MANUFACTURED PRODUCTS SHALL BE DELIVERED IN THE MANUFACTURER'S ORIGINAL, UNBROKEN CONTAINERS OR PACKAGING, WITH IDENTIFYING LABELS INTACT AND LEGIBLE. STORE MANUFACTURED PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTION, WITH SEALS AND LABELS INTACT AND LEGIBLE. 1.03 SUBSTITUTIONS FOR PRODUCTS IDENTIFIED IN THE CONTRACT DOCUMENTS MAY BE PROPOSED ONLY IF ITEMS INDICATED OR SPECIFIED OR APPROVED AS SUBSTITUTIONS DURING THE BID PERIOD HAVE SUBSEQUENTLY BECOME UNAVAILABLE. ANY PRODUCT SUBSTITUTIONS MUST BE APPROVED BY ARCHITECT USING DLR GROUP SUBSTITUTION REQUEST FORM. IN REQUESTING APPROVAL FOR A SUBSTITUTION CONTRACTOR REPRESENTS THAT HE HAS INVESTIGATED THE PROPOSED PRODUCT IN A TIMELY MANNER AND DETERMINED THAT IT IS EQUAL TO OR SUPERIOR IN ALL RESPECTS TO THAT INDICATED OR SPECIFIED; WILL FURNISH THE SAME GUARANTEES/WARRANTIES OR BONDS FOR THE SUBSTITUTION AS FOR THE PRODUCT INDICATED OR SPECIFIED; WILL COORDINATE THE INSTALLATION OF AN ACCEPTED SUBSTITUTION INTO THE WORK, AND MAKE SUCH OTHER CHANGES AS REQUIRED TO MAKE THE WORK COMPLETE AND IN COMPLIANCE WITH THE CONTRACT DOCUMENTS AND APPLICABLE REGULATORY REQUIREMENTS. 1.04 CONTRACTOR SHALL WAIVE CLAIMS FOR ADDITIONAL COSTS WHICH MAY SUBSEQUENTLY BECOME APPARENT, ASSOCIATED WITH THE SUBSTITUTION. 1.05 REQUESTS FOR APPROVAL FOR A SUBSTITUTION SHALL BE SUBMITTED IN WRITTEN FORM AND ACCOMPANIED BY SUFFICIENT INFORMATION TO ENABLE PROPER EVALUATION TO BE MADE. SUBMIT COMPLETE TECHNICAL DATA, INCLUDING DRAWINGS, PERFORMANCE SPECIFICATIONS, COST DATA, SAMPLES AND TEST REPORTS OF THE PRODUCT PROPOSED FOR SUBSTITUTION. SUBMIT ADDITIONAL INFORMATION, IF REQUIRED BY THE ARCHITECT. 1.06 ARCHITECT WILL BE THE JUDGE OF THE ACCEPTABILITY OF PROPOSED SUBSTITUTION AND HIS DETERMINATION WILL BE FINAL. APPROVAL OF A SUBSTITUTION SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE PROPER EXECUTION OF THE WORK AND ANY OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS. 1.07 FOR PRODUCTS INDICATED OR SPECIFIED BY NAMING ONLY ONE PRODUCT AND MANUFACTURER, FOLLOWED BY THE WORDS "NO SUBSTITUTION ALLOWED" THERE IS NO OPTION. SECTION 016000 -PRODUCT REQUIREMENTS 1.01 CONTRACT CLOSE-OUT INCLUDES FINAL CLEANING, PROJECT RECORD DOCUMENTS, OPERATING AND MAINTENANCE DATA, INSTRUCTION OF OWNER'S PERSONNEL GUARANTIES, WARRANTIES AND BONDS, SERVICE AND MAINTENANCE CONTRACTS, PREPARATION FOR FINAL INSPECTION, DAMAGE AND RESTORATION, REMEDIAL WORK AND EXTRA MATERIALS. 1.02 USE CLEANING MATERIALS WHICH WILL NOT CREATE HAZARDS TO HEALTH OR PROPERTY OR CAUSE DAMAGE TO PRODUCTS OR WORK. USE CLEANING MATERIALS AND METHODS RECOMMENDED BY THE MANUFACTURERS OF THE PRODUCTS TO BE CLEANED. 1.03 RECORD SET DURING THE WORK: CONTRACTOR SHALL MAINTAIN, AND KEEP UP TO DATE, A COMPLETE SET OF CONSTRUCTION DOCUMENTS, WHICH SHALL BE CORRECTED DAILY TO SHOW EVERY CHANGE FROM THE ORIGINAL CONTRACT DRAWINGS. IN ADDITION, THE DOCUMENTS SHALL BE MARKED TO SHOW THE PRECISE LOCATIONS OF CONCEALED WORK AND EQUIPMENT, INCLUDING CONCEALED OR EMBEDDED PIPING AND CONDUIT. THIS SHALL NOT BE CONSTRUED AS AUTHORIZATION FOR THE CONTRACTOR TO MAKE CHANGES IN THE LAYOUT OR WORK WITHOUT DEFINITE INSTRUCTIONS IN EACH CASE. 1.04 PROVIDE MAINTENANCE MANUALS, RECORD DATA, AND OPERATING INSTRUCTIONS IN THE INDIVIDUAL SPECIFICATIONS SECTIONS, PREPARE THREE COPIES IN AN ELECTRONIC PDF VERSION ON USB. INCLUDE ALL SUBMITTALS & IMAGES OF ALL APPROVED FINISH SAMPLES SUBMITTED. 1.05 WHERE POSSIBLE, FURNISH INSTRUCTION, INCLUDING SPECIAL STARTUPS AND RUNNING TIME, PRIOR TO OCCUPANCY OF THE BUILDING AT NO ADDITIONAL EXPENSE TO THE OWNER. 1.06 MANUFACTURERS' WARRANTIES NOTWITHSTANDING, WARRANT THE ENTIRE WORK AGAINST DEFECTS IN MATERIALS, FABRICATION AND INSTALLATION FOR 12 MONTHS FROM THE DATE OF SUBSTANTIAL COMPLETION. GUARANTY/WARRANT OR BOND WORK AS REQUIRED IN THE INDIVIDUAL SPECIFICATION SECTIONS. 1.07 CONTRACTOR WILL NOT BE HELD RESPONSIBLE FOR DEFECTS DUE TO MISUSE, NEGLIGENCE, WILLFUL DAMAGE, IMPROPER MAINTENANCE, OR ACCIDENT CAUSED BY OTHERS, NOR SHALL HE BE RESPONSIBLE FOR DEFECTIVE PARTS WHOSE REPLACEMENT IS NECESSITATED BY FAILURE OF THE OWNER'S MAINTENANCE. 1.08 RESTORE OR REPLACE, AS SPECIFIED OR DIRECTED BY THE ARCHITECT, MATERIALS AND FINISHES DAMAGED FROM MOVEMENT OF EQUIPMENT OR OTHER OPERATIONS AT NO ADDITIONAL EXPENSE TO OWNER. RESTORATION SHALL BE EQUAL TO THE ORIGINAL WORK, AND FINISHES SHALL MATCH THE APPEARANCE OF EXISTING ADJACENT WORK. 1.09 REMEDIAL WORK NECESSARY OWING TO FAULTY FABRICATION, INSTALLATION OR MATERIALS SHALL BE AT NO ADDITIONAL EXPENSE TO THE OWNER. WORK SHALL BE COORDINATED WITH OWNER AND PERFORMED AT SUCH TIME AND IN SUCH MANNER TO CAUSE MINIMAL INTERRUPTION AND INCONVENIENCE TO OWNER'S OPERATIONS. SECTION 017000 -EXECUTION AND CLOSE OUT REQUIREMENTS 1.01 SECTION INCLUDES REQUIREMENTS FOR CUTTING, FITTING AND PATCHING OF THE WORK TO MAKE SEVERAL PARTS FIT PROPERLY. 1.02 UNCOVER WORK TO PROVIDE FOR INSTALLATION, INSPECTION, OR BOTH, OF OUT-OF-SEQUENCE WORK; REMOVE AND REPLACE WORK NOT CONFORMING TO REQUIREMENTS OF CONTRACT DOCUMENTS: REMOVE AND REPLACE DEFECTIVE WORK. 2.01 FOR REPLACEMENT OF WORK REMOVED, USE MATERIALS WHICH MATCH AND ARE COMPATIBLE WITH EXISTING. 3.01 INSPECT EXISTING CONDITIONS, INCLUDING ELEMENTS SUBJECT TO MOVEMENT OR DAMAGE DURING CUTTING, EXCAVATING, BACK FILLING AND PATCHING. 3.02 PERFORM CUTTING AND PATCHING IN A MANNER TO PREVENT DAMAGE TO OTHER WORK AND TO PROVIDE PROPER SURFACES FOR THE INSTALLATION OF MATERIALS, EQUIPMENT AND REPAIRS. DO NOT CUT OR ALTER STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL. 3.03 FINISH OR REFINISH AS REQUIRED, CUT AND PATCHED SURFACES TO MATCH ADJACENT FINISHES. PAINT OVER COMPLETE SURFACE PLANE, UNLESS OTHERWISE INDICATED. OVER PATCHED WALL OR CEILING SURFACES, PAINT TO NEAREST CUTOFF LINE FOR ENTIRE SURFACE, SUCH AS INTERSECTION WITH ADJACENT WALL OR CEILING, BEAM, PILASTERS OR TO NEAREST OPENING FRAME, UNLESS OTHERWISE INDICATED. PAINTED SURFACES SHALL NOT PRESENT A SPOTTY, TOUCHED-UP APPEARANCE. SECTION 017329 -CUTTING AND PATCHING 1.01 COMPLY WITH ANSI A10.6: "AMERICAN NATIONAL STANDARD SAFETY REQUIREMENTS FOR DEMOLITION". 1.02 SUBMIT A DEMOLITION PLAN INDICATING AND DESCRIBING SEQUENCE, METHODS AND EQUIPMENT PROPOSED FOR ACCOMPLISHING DEMOLITION. DEMOLITION SHALL NOT COMMENCE UNTIL THE DEMOLITION PLAN HAS BEEN ACCEPTED. COORDINATE DEMOLITION SCHEDULE WITH OWNER'S REPRESENTATIVE. 1.03 ERECT AND MAINTAIN TEMPORARY BRACING, SHORING, LIGHTS, BARRICADES, SIGNS AND OTHER MEANS TO PROTECT THE PUBLIC, WORKERS AND OTHER PERSONS; FINISHES AND IMPROVEMENTS TO REMAIN; AND ADJOINING PROPERTY FROM DAMAGE FROM DEMOLITION WORK; IN ACCORDANCE WITH APPLICABLE REGULATORY REQUIREMENTS. 2.01 MATERIALS FORMING PORTIONS OF THE PERMANENT STRUCTURE DESIGNATED FOR DEMOLITION SHALL BECOME THE CONTRACTOR'S PROPERTY; REMOVE AND DISPOSE OF SUCH MATERIALS UNLESS OTHERWISE INDICATED OR SPECIFIED. 2.02 CAREFULLY DISCONNECT AND REMOVE ITEMS TO BE SALVAGED, STORE AND PROTECT ITEMS REMOVED AND INDICATED FOR REUSE IN THE WORK. 2.03 REMOVAL OF ITEMS NOT INDICATED FOR REMOVAL ON THE DRAWINGS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO REMOVAL. 3.01 PRIOR TO STARTING DEMOLITION, MAKE INSPECTION AND REPORT OBSERVABLE DEFECTS AND STRUCTURAL WEAKNESSES OF CONSTRUCTION DESIGNATED FOR DEMOLITION, OF ADJACENT STRUCTURES AND OF OTHER IMPROVEMENTS TO REMAIN. 3.02 REMOVE MATERIALS CAREFULLY, PROVIDING FOR NEAT AND STRUCTURALLY SOUND JUNCTIONS BETWEEN EXISTING AND NEW MATERIALS. 3.03 PROTECT EXISTING STRUCTURES, FACILITIES, AND EQUIPMENT FROM DAMAGE. ITEMS DAMAGED AS A RESULT OF DEMOLITION OPERATIONS SHALL BE REPAIRED OR REPLACED AT NO INCREASE IN CONTRACT SUM. 3.04 PERFORM DEMOLITION TO PROVIDE THE LEAST INTERFERENCE AND MOST PROTECTION TO EXISTING FACILITIES AND IMPROVEMENTS TO REMAIN. 3.05 CLEAN REMAINING SURFACES OF LOOSE PARTICLES AND DUST. 3.06 REMOVE DEACTIVATED MECHANICAL, PLUMBING AND SPRINKLER PIPING, DUCT AND ELECTRICAL CONDUIT, INCLUDING FASTENINGS, CONNECTIONS AND OTHER RELATED APPURTENANCES AND ACCESSORIES WHICH WOULD OTHERWISE BE EXPOSED IN THE COMPLETED WORK OR INTERFERE WITH CONSTRUCTION OPERATIONS. CAP DEACTIVATED PIPING SYSTEMS AT POINTS OF CUTOFF. 3.07 REGULARLY REMOVE DEBRIS FROM THE SITE SO THAT ITS PRESENCE WILL NOT DELAY THE PROGRESS OF THE WORK. CLEAN SURFACES ON WHICH NEW MATERIALS WILL BE APPLIED, REMOVING ADHESIVES AND OTHER ADHERING MATERIALS, AS NECESSARY TO FURNISH ACCEPTABLE SUBSTRATES FOR NEW MATERIALS. 3.08 REFRIGERANT SHALL BE REMOVED BY AN EPA APPROVED TECHNICIAN AND DISPOSED OF PER EPA REGULATIONS SECTION 024119 -SELECTIVE STRUCTURE DEMOLITION SECTION 055000 -METAL FABRICATIONS 1.01 WELDING OPERATIONS AND WELDER CERTIFICATION SHALL COMPLY WITH AWS STANDARDS. EMPLOY REGISTERED PROFESSIONAL ENGINEER, LICENSED TO PRACTICE STRUCTURAL ENGINEERING IN JURISDICTION WHERE PROJECT IS LOCATED, TO ENGINEER EACH COMPONENT OF HANDRAIL AND RAILING SYSTEM. COMPONENTS AND ASSEMBLIES SHALL MEET ALL APPLICABLE MODEL & MUNICIPAL BUILDING CODES AND STANDARDS. 1.02 SUBMIT SHOP DRAWINGS CONTAINING THE FOLLOWING: A. SEAL AND SIGNATURE OF PROFESSIONAL ENGINEER RESPONSIBLE FOR DESIGN. B. DIMENSIONS, MATERIALS (INCLUDING TYPES AND GRADES), FABRICATION AND INSTALLATION DETAILS. C. INDICATE SIZE AND TYPE OF FASTENERS, WELDS, ACCESSORY ITEMS, SHOP FINISH AND METHOD OF ANCHORAGE. 2.01 METALS SHALL BE FABRICATED FROM MATERIALS SPECIFIED. FABRICATE JOINTS WITH TIGHT FIT AND SECURED BY WELDING. SHOP FABRICATE IN LARGEST SECTIONS POSSIBLE FOR DELIVERY TO SITE. GRIND EXPOSED WELDS FLUSH AND SMOOTH, EASE EXPOSED EDGES TO SMALL UNIFORM RADIUS. EXPOSED MECHANICAL FASTENERS SHALL BE FLUSH, COUNTERSINK SCREWS OR BOLTS; MAKE EXPOSED JOINTS BUTT TIGHT, FLUSH AND HAIRLINE. 2.02 MATERIALS: A. STEEL SHAPES, BARS AND PLATES: ASTM A36 B. STRUCTURAL STEEL TUBING: ASTM A500 OR A501 C. NON-SHRINK GROUT: NON-METALLIC CEMENT BASE TYPE. D. THREADED FASTENERS AND ANCHOR BOLTS: ASTM A307, GRADE A. E. WELDING ELECTRODES: E70XX, LOW HYDROGEN. F. SHOP PRIMER: TNEMEC #99 METAL PRIMER, RUST OLEUM #769 DAMP-PROOF RED PRIMER.\ G. PRODUCTS (MTL) SEE FINISH PLANS FOR SPECIFICATIONS 2.03 FINISH METAL FABRICATION WITH SHOP PRIMER SPECIFIED, READY FOR FIELD PAINTING. 3.01 INSTALL METAL FABRICATIONS AND SECURELY ANCHOR SUPPORTS WITH EXPANSION ANCHORS OR IN SLEEVES WITH NON-SHRINK GROUT. 3.02 REPAIR ABRADED AREAS OF THE SHOP-APPLIED COATING, AND AREAS OF WELD WHERE THE SHOP- APPLIED COATING HAS BEEN DAMAGED, WITH A PRIMER OR GALVANIZING REPAIR COMPOUND AS APPLICABLE. COMPATIBLE WITH THE SHOP COATING. 3.03 FABRICATOR IS RESPONSIBLE FOR DESIGNING SYSTEM, INCLUDING ANCHORAGE TO STRUCTURAL SYSTEM AND NECESSARY MODIFICATIONS TO MEET SPECIFIED REQUIREMENTS AND MAINTAIN VISUAL DESIGN CONCEPTS. 3.04 FABRICATOR TO FIELD VERIFY ACTUAL LOCATIONS OF WALLS AND OTHER CONSTRUCTION TO WHICH METAL FABRICATIONS MUST FIT, BY ACCURATE FIELD MEASUREMENTS BEFORE FABRICATIONS; SHOW RECORDED MEASUREMENTS ON FINAL SHOP DRAWINGS. 3.05 PROVIDE WALL BRACKETS, END CLOSURES, FLANGES, MISCELLANEOUS FITTINGS, AND ANCHORS FOR INTERCONNECTIONS OF PIPE AND ATTACHMENT OF GUARDRAILS AND HANDRAILS TO OTHER WORK. FURNISH INSERTS AND OTHER ANCHORAGE DEVICES FOR CONNECTING GUARDRAILS AND HANDRAILS TO CONCRETE OR MASONRY. 3.06 PROVIDE STEEL SHEET OR PLATE FILLERS OF THICKNESS AND SIZE INDICATED OR REQUIRED TO SUPPORT STRUCTURAL LOADS OF HANDRAILS WHERE NEEDED TO TRANSFER WALL BRACKET LOADS THROUGH WALL FINISHES OR STRUCTURAL SUPPORTS. SIZE FILLERS TO SUIT WALL FINISH THICKNESSES. 3.07 MOUNT HANDRAILS ONLY ON COMPLETED WALLS. DO NOT SUPPORT HANDRAILS TEMPORARILY BY ANY MEANS NOT SATISFYING STRUCTURAL PERFORMANCE REQUIREMENTS. 3.08 MOUNT HANDRAILS ONLY ON GYPSUM BOARD ASSEMBLIES REINFORCED WITH PROPER FIRE -RESISTANT BLOCKING AND BACKING TO RECEIVE ANCHORS, AND WHERE THE LOCATION OF CONCEALED ANCHOR PLATES HAS BEEN CLEARLY MARKED FOR THE INSTALLER. 1.01 COMPLY WITH REQUIREMENTS OF WCLIB AND WWPA FOR GRADING SOFTWOOD LUMBER; AWPA FOR PRESSURE TREATED LUMBER. COMPLY WITH PS 20 FOR LUMBER SIZING; PS 1 AND APA FOR PLYWOOD GRADES. LUMBER AND PLYWOOD SHALL BE GRADE-MARKED. 1.02 PRESSURE TREATED LUMBER SHALL COMPLY WITH AWPA STANDARDS; LUMBER SHALL HAVE AWPB CERTIFIED TRADEMARKS. 2.01 LUMBER SHALL BE S4S, BLOCKING SHALL BE CONSTRUCTION GRADE OR BETTER. 3.01 SECURELY INSTALL FRAMING MEMBERS TRUE, PLUMB AND LEVEL. INSTALL FIRE-TREATED BLOCKING AND BACKING AS NECESSARY FOR ATTACHMENT OF FINISH CARPENTRY ITEMS, HARDWARE, TOILET ACCESSORIES, CASEWORK AND RELATED ITEMS. 3.02 MAKE CONNECTIONS BETWEEN MEMBERS TIGHT, ACCURATE AND SECURE. INSTALL FASTENINGS WITHOUT SPLITTING WOOD; PRE DRILLED AS NECESSARY. DRILL BOLT HOLES SAME DIAMETER AS BOLTS. PROVIDE WASHERS UNDER EVERY BOLT HEAD AND NUT BEARING ON WOOD. RE-TIGHTEN BOLTS IMMEDIATELY PRIOR TO CLOSING IN. 3.03 REFER TO STRUCTURAL GENERAL NOTES AND DRAWINGS FOR ADDITIONAL INFORMATION SECTION 061000 -ROUGH CARPENTRY 1.01 MATERIALS AND FABRICATION SHALL COMPLY WITH THE STANDARDS OF THE ARCHITECTURAL WOODWORK INSTITUTE (AWI) MANUAL, PREMIUM GRADE. 1.02 DELIVER AND STORE PRODUCTS IN PROTECTIVE WRAPPINGS, DO NOT REMOVE WRAPPINGS UNTIL TIME OF INSTALLATION. STORE INDOORS IN AN ENVIRONMENTALLY CONTROLLED SPACE. 2.01 PROVIDE NECESSARY HARDWARE, FASTENERS AND RELATED ITEMS AS REQUIRED. 3.01 INSTALL BUILDER'S HARDWARE, SPECIALTY ITEMS, AND RELATED ITEMS AS SPECIFIED OR INDICATED. WALL MOUNTED ITEMS SHALL BE SECURED TO FIRE-TREATED SOLID BLOCKING OR BACKING. ADJUST HARDWARE FOR SMOOTH, NON-BINDING OPERATION. SECTION 062000 -FINISH CARPENTRY ARCHITECT'S DRAWINGS ARE FOR DESIGN INTENT. MILLWORK FABRICATOR RESPONSIBLE FOR FABRICATION DETAILING. MILLWORKER TO IDENTIFY ON SHOP DRAWINGS ANY MATERIALS OR DETAILS THAT HAVE BEEN AESTHETICALLY OR NOTICEABLY ALTERED. 1.01 CUSTOM CASEWORK AND CABINETRY SHALL CONFORM TO THE STANDARDS OF THE MOST CURRENT EDITION OF THE ARCHITECTURAL WOODWORK INSTITUTE (AWI) MANUAL: A. PREMIUM GRADE FOR WOOD VENEER (WD) B. CUSTOM GRADE FOR HIGH PRESSURE LAMINATE (PL) 1.02 IF QUALITY CERTIFICATION PROGRAM SPECIFIED, PROVIDE AWI QUALITY CERTIFICATION PROGRAM LABELS OR CERTIFICATE INDICATING THAT WOODWORK COMPLIES WITH REQUIREMENTS OF GRADES SPECIFIED. 1.03 SHOP FINISHING: A. EXPOSED SURFACES: COMPLY WITH SECTION 1500 OF THE AWI QUALITY STANDARDS FOR PREMIUM QUALITY CONSTRUCTION. B. FINISH: POST CATALYZED LACQUER A. GLOSS: SATIN, ASTM D523 B. COLOR: CLEAR FINISH WITH 30-35 SHEEN 2. SEMI-EXPOSED SURFACES: COMPLY WITH AWI SECTION 1500-S-6. 3. CONCEALED SURFACES: COMPLY WITH AWI SECTION 1500-S-2. 1.04 PRODUCTS / MATERIALS ARE AS FOLLOWS: 1. SOFTWOOD PLYWOOD: PSI GRADED IN ACCORDANCE WITH AWI FOR USE AS A SUBSTRATE. ALTERNATE SHALL BE MEDIUM DENSITY FIBERBOARD (MDFB) COMPLYING WITH ANSI A208.2, PRODUCT CLASS MD. 2. (WD) WOOD VENEER/ SUBSTRATE: 3/4" THICK WOOD SUBSTRATE OR MDF CORE PLYWOOD WITH WOOD VENEER ONE SIDE WITH TRANSPARENT FINISH. FIRE RESISTANCE TO BE: A. FLAME SPREAD 75 OR LESS B. SMOKE DEVELOPED: 450 OR LESS 1.05 SUBMITTALS: A. SHOP DRAWINGS SHOWING: 1. LOCATION OF EACH ITEM, DIMENSIONED PLANS AND ELEVATIONS, LARGE SCALE DETAILS, ATTACHMENT DEVICES, AND OTHER COMPONENTS. 2. VENEER LEAVES WITH GRAIN DIRECTION. 3. APPLY WIC CERTIFIED COMPLIANCE LABEL TO FIRST PAGE OF SHOP DRAWINGS. A. SAMPLES 1. SUBMIT TWO (2) SAMPLES OF ALL PLASTIC LAMINATES AS SCHEDULED, AND TWO (2) MOCK-UPS OF EDGE BAND CONDITION AT DOOR/DRAWER. 2. SUBMIT TWO 12" X 12" FINISHED SAMPLES OF EACH TYPE OF VENEER AND HARDWOOD WITH TRANSPARENT FINISH AND SPECIFIED STAIN FOR APPROVAL. 3. EXPOSED CABINET HARDWARE (ONE UNIT OF EACH TYPE AND FINISH). 4. SUBMIT DATA FOR EACH TYPE OF PRODUCT SPECIFIED. 1.05 COORDINATE BLOCKING LOCATIONS AND ELECTRICAL AND PLUMBING WORK INTEGRAL WITH CASEWORK. 1.06 ALL VENEERS TO BE BALANCED AND BOOK MATCHED UNO. 2.01 LAMINATED PLASTIC SHALL BE NEMA LD-3, HORIZONTAL GRADE A. COLOR AND PATTERN (PL): SEE FINISH SCHEDULE FOR SPECIFICATIONS SECTION 064000 -INTERIOR ARCHITECTURAL WOODWORK 2.02 FINISH HARDWARE SHALL COMPLY WITH AWI MANUAL. A. HINGES: CONCEALED EURO-STYLE B. DRAWERS SLIDES: BALL BEARING TYPE FULL EXTENSION SLIDES BY ACCURIDE OR APPROVED SIMILAR C. PULLS: (HW) -SEE FINISH SCHEDULE FOR SPECIFICATIONS D. GROMMET: (G) -SEE FINISH SCHEDULE FOR SPECIFICATIONS E. ADJUSTABLE SHELVING HARDWARE: REFER PLANS F. SUPPORT LEG: (LEG) -SEE FINISH SCHEDULE FOR SPECIFICATIONS G. PULL-OUT DOOR MOUNTED WASTE BIN (TR) -SEE FINISH SCHEDULE FOR SPECIFICATIONS H. COAT HOOKS (CH)-SEE FINISH SCHEDULE FOR SPECIFICATIONS 2.03 ADJUST DRAWERS, DOORS AND MOVEABLE SHELVES FOR SMOOTH, TIGHT NON-BINDING OPERATION. HINGES SHALL BE SELF-CLOSING TYPE. 2.04 SHOP FABRICATE IN WHOLE OR PARTIAL UNITS FOR MANAGEABLE HANDLING. ASSEMBLE PARTIAL UNIT IN PLACE TO PROVIDE A UNIFIED VISUAL WHOLE. FABRICATE FILLERS AND SCRIBE STRIPS OF SAME MATERIALS AND FINISHES AS ASSOCIATED UNITS. 2.05 FABRICATE CASEWORK TO BE INSTALLED IN WET AREAS WITH WATER RESISTANT CORE MATERIALS AND WATERPROOF ADHESIVES. 2.06 COMPOSITE WOOD AND AGRI-FIBER PRODUCTS, INCLUDING CORE MATERIALS, MUST CONTAIN NO ADDED UREA-FORMALDEHYDE RESINS. LAMINATE ADHESIVES USED TO FABRICATE ON-SITE AND SHOP APPLIED ASSEMBLIES CONTAINING THESE LAMINATE ADHESIVES MUST CONTAIN NO UREA-FORMALDEHYDE. 3.01 MAINTAIN PROTECTIVE WRAPPINGS AS LONG AS POSSIBLE DURING HANDLING AND INSTALLATION. 3.02 INSTALL PRODUCTS PLUMB AND LEVEL. SECURELY FASTEN MATERIALS TO SUPPORTING SUBSTRATE. REMOVE AND REPLACE MATERIALS DAMAGED BEYOND REPAIR OR STAINED BEYOND CLEANING. 3.03 MILLWORKER MUST FIELD VERIFY EXISTING SITE CONDITIONS PRIOR TO FABRICATION/INSTALLATION INCLUDING BUT NOT LIMITED TO: NON-PLUMB WALLS, UNEVEN FLOORS ETC. NOTIFY ARCHITECT OF ANY INCONSISTENCIES ON SITE. SCRIBE MILLWORK AT BUILT-IN APPLICATIONS. 3.04 FLOOR PREPARATION -FLOOR SHALL VARY 1/8" IN 10'-0" MAX BENEATH ALL BASE CABINETS. SECTION 064000 -INTERIOR ARCHITECTURAL WOODWORK -CONT'D 1.01.1 MATERIALS: 1. QUARTZ SOLID SURFACING (QZ) 2. CAST POLYMER SOLID SURFACING MATERIAL (SSM) 1.02 SUBMITTALS: SUBMIT TWO (2) SAMPLES OF PRODUCT LABELED AS TO MANUFACTURER AND COMPOSITION. FURNISH MAINTENANCE MANUAL AND MANUFACTURER'S WARRANTY. 1.03 SHOP DRAWINGS TO SHOW MATERIALS, FINISHES, EDGE AND BACKSPLASH PROFILES, DIMENSIONS, METHODS OF JOINING, FASTENING ATTACHMENTS AND ANY AND ALL CUTOUT. 1.04 QUALITY ASSURANCE: 1. FABRICATORS QUALIFICATIONS: SHOP THAT EMPLOYS SKILLED WORKERS WHO CUSTOM-FABRICATE PRODUCTS SIMILAR TO THOSE REQUIRED FOR THIS PROJECT AND WHOSE PRODUCTS HAVE A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE AND INSTALLATION. 2. DELIVERY, STORAGE AND HANDLING: COMPLY WITH MATERIAL MANUFACTURER'S REQUIREMENTS. PACKAGING, SHIPPING, HANDLING AND UNLOADING: OBSERVE MANUFACTURER'S RECOMMENDATIONS AND HANDLE IN A MANNER TO PREVENT BREAKAGE BRACE PARTS IF NECESSARY. TRANSPORT IN NEAR VERTICAL POSITION WITH FINISHED FACE TOWARD FINISHED FACE. DO NOT ALLOW FINISHED SURFACES TO RUB DURING SHIPPING AND HANDLING. 3. STORAGE AND PROTECTION: STORE IN RACKS IN NEAR VERTICAL POSITION. PREVENT WARPAGE AND BREAKAGE. STORE INSIDE AWAY FOR DIRECT EXPOSURE TO SUNLIGHT. STORE BETWEEN 25 AND 130°F. 2.01 PRODUCT (QZ / SSM) -SEE FINISH SCHEDULE FOR SPECIFICATIONS 2.02 ADHESIVE: MOISTURE RESISTANT TYPE AS RECOMMENDED BY PRODUCT MANUFACTURER. 2.03 PRIMERS AND SEALERS: TYPE AS RECOMMENDED BY MANUFACTURER. 2.04 JOINT FILLER AND NEUTRAL CLEANER: TYPE MADE OR RECOMMENDED BY MANUFACTURER FOR CONDITIONS OF INSTALLATION. 2.05 ALL ADHESIVES TO MEET THE FOLLOWING MINIMUM VOC LIMIT REQUIREMENTS: SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE 1168. A. MULTI-PURPOSE CONSTRUCTION ADHESIVES -70 G/L 2.06 ALL PRIMERS AND SEALERS TO MEET THE FOLLOWING MINIMUM VOC LIMIT REQUIREMENTS; SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE 1133. A. PRIMERS, SEALERS AND UNDERCOATINGS -200 G/L B. SPECIALTY PRIMERS -350 G/L 3.01 PREPARATION: A. PROTECTION OF SURFACES: PROTECT FINISHED SURFACES FROM SCRATCHES. APPLY MASKING WHERE NECESSARY. TAKE NECESSARY PRECAUTIONS TO PREVENT DIRT, GRIT, DUST AND DEBRIS FROM OTHER TRADES FROM CONTACTING THE SURFACE. 3.02 INSTALLATION: A. PRELIMINARY INSTALLATION: FABRICATE COUNTERTOPS OR OTHER DESIGN ELEMENTS WITHOUT JOINTS, UNLESS OTHERWISE REQUIRED BY LIMITATIONS OF SLAB LENGTHS. B. JOINTS: 1. JOINTS BETWEEN ADJACENT PIECES OF QUARTZ SURFACING; JOINTS SHALL BE FLUSH, TIGHT FITTING, LEVEL AND NEAT. SECURELY JOIN ADJACENT PIECES WITH MANUFACTURER RECOMMENDED TWO PART ADHESIVE. FILL JOINTS LEVEL TO POLISHED SURFACE. SECURE ADJACENT QUARTZ SURFACES WITH VACUUM CLAMPS UNTIL ADHESIVE HARDENS. BONDED JOINTS TO BE 1/32" OR LESS IN WIDTH. JOINT FILLER COLOR TO MATCH COUNTER TOPS. 2. JOINTS BETWEEN QUARTZ SURFACE AND (BACKSPLASH, WALL, TUB, OR SHOWER): SEAL JOINTS WITH '50' YEAR SILICONE SEALANT. SILICONE SEALANT COLOR TO MATCH COUNTER TOP. SECTION 066116 -SOLID SURFACE FABRICATIONS 2.01 BATT INSULATION SHALL BE FULL FIT FIBERGLASS, THICKNESS TO PROVIDE "R VALUE" INDICATED ON DRAWINGS: UNFACED ASTM C665, TYPE I. 2.02 SOUND BATTS AT NON-RATED WALLS SHALL BE FULL-FIT FIBERGLASS BATT INSULATION; AT RATED WALLS SOUND BATT SHALL BE DENSE MINERAL WOOL, 4.5 POUND, USG "THERMAFIBER", OR PROVIDE ARCHITECT/DESIGN WITH AN EQUAL RATED MATERIAL FOR APPROVAL, UNO 3.01 INSTALL INSULATION BATTS TO FIT TIGHTLY BETWEEN FRAMING MEMBERS, GAPS SHALL BE STUFFED WITH INSULATION. TRIM INSULATION TO NEATLY FIT AROUND PENETRATIONS AND BETWEEN FRAMING. SECTION 072100 -THERMAL INSULATION 1.01 REGULATORY REQUIREMENTS: COMPLY WITH AGENCY AND BUILDING CODE REQUIREMENTS AND UNDERWRITERS LABORATORIES INC. "FIRE HAZARD CLASS". 1.02 MATCH THICKNESS OF FIREPROOFING BEING REPAIRED. 2.01 WHERE REPAIRING EXISTING MATERIAL DAMAGED BY REMODELING WORK, PROVIDE MATERIALS COMPATIBLE WITH EXISTING, ACCEPTABLE TO LOCAL AGENCY AND BUILDING CODE REQUIREMENTS. 2.02 FUNGAL INHIBITOR: INTEGRALLY MIXED MATERIAL, TESTED AND APPROVED BY FIREPROOFING MATERIAL MANUFACTURER, FOR INTEGRAL MIX WITH FIREPROOFING MATERIAL PRIOR TO APPLICATION. 2.03 WATER: CLEAN, POTABLE, FREE FROM DELETERIOUS AMOUNTS OF ACID, ALKALIS, OR ORGANIC MATERIALS. 2.04 METAL LATH, ANCHORS, PRIME COAT MATERIAL, BONDING COAT MATERIAL AND OTHER RELATED PRODUCTS REQUIRED BY UNDERWRITERS' LABORATORIES, INC. DESIGN, AND AS RECOMMENDED BY SYSTEM MANUFACTURER FOR SPECIFIC APPLICATION. 2.05 SEALER COAT: FIREPROOFING MANUFACTURER'S SEALER TO PREVENT DUSTING OR FLAKING OF FIREPROOFING MATERIAL. 3.01 PROTECT ADJACENT SURFACES AND EQUIPMENT FROM DAMAGE BY OVERSPRAY, FALL-OUT, AND DUSTING. CLOSE OFF AND SEAL DUCTWORK IN AREAS WHERE FIREPROOFING IS BEING APPLIED. 3.02 SURFACES TO RECEIVE SPRAYED FIREPROOFING SHALL BE FREE OF OIL, GREASE, PAINTS/PRIMERS, LOOSE MILL SCALE, DIRT OR OTHER FOREIGN SUBSTANCES WHICH MAY IMPAIR PROPER ADHESION OF THE FIREPROOFING TO THE SUBSTRATE. 3.03 PREPARE SURFACES TO RECEIVE FIREPROOFING AS RECOMMENDED BY FIREPROOFING MANUFACTURER AND AS REQUIRED BY UNDERWRITERS LABORATORIES INC. 3.04 REMOVE EXCESS MATERIAL, OVERSPRAY, DROPPINGS, AND DEBRIS. REMOVE FIREPROOFING FROM MATERIALS AND SURFACES NOT SPECIFICALLY REQUIRED TO BE FIREPROOFED. 3.05 PROTECT MATERIALS AS REQUIRED BY CODES AND LOCAL ORDINANCES TO MAINTAIN THE INTEGRITY OF THE SYSTEM. SECTION 078100 -APPLIED FIREPROOFING © DLR GroupRevisions -ALL PROJECT COMMUNICATION TO BE SENT TO MARK REED/MONICA BATES, NOT AOR.5/25/2021 3:31:25 PMC:\Revit\_2020\KH Indianapolis Expansion CD's v_20_hgriffo.rvt23-21100-00 5.26.2021 BID/PERMIT SPECIFICATIONS A0.4250 E. 96TH ST. #580INDIANAPOLIS, IN 46240INDIANAPOLIS, INDIANA07/19/21 1.01 FIRE RATED CONSTRUCTION DESIGN REQUIREMENTS: MAINTAIN BARRIER AND STRUCTURAL FLOOR FIRE RESISTANCE RATINGS INCLUDING RESISTANCE TO COLD SMOKE AT PENETRATIONS, CONNECTIONS AND OTHER SURFACES OR TYPES OF CONSTRUCTION, AT SEPARATION REQUIRED TO PERMIT BUILDING MOVEMENT AND SOUND OR VIBRATION ABSORPTION, AND AT OTHER CONSTRUCTION GAPS. 1.02 LATEX AND ACRYLIC BASED SEALANTS ARE NOT ACCEPTABLE. USE ONLY URETHANE OR SILICONE BASE MATERIALS. 1.03 SMOKE BARRIER CONSTRUCTION DESIGN REQUIREMENTS: MAINTAIN BARRIER AND STRUCTURAL FLOOR RESISTANCE TO COLD SMOKE AT ALL PENETRATIONS, CONNECTIONS AND OTHER SURFACES AND TYPES OF CONSTRUCTION AND AT ALL SEPARATIONS REQUIRED TO PERMIT BUILDING MOVEMENT AND SOUND OR VIBRATION ABSORPTION, AND AT OTHER CONSTRUCTION GAPS. 1.04 ASSEMBLY DESIGNS ARE SPECIFIED GENERALLY UNDER UL SYSTEM CATEGORIES BY PENETRATING ITEM. MANUFACTURERS' PRODUCT APPLICATIONS MUST HAVE SPECIFIC UL SYSTEM DESIGNATIONS. 1.05 WALL TO FLOOR JOINTS: HW-D-0000 CATEGORIES. 1.06 DUCT DAMPER PENETRATION: COMPLETE FILL ANNULAR SPACE WITH MINERAL WOOL SAFING AND SEAL WITH FLEXIBLE FIRE STOP SEALANT. COMPLY WITH DUCT DAMPER MANUFACTURER'S REQUIREMENTS. 2.01 SYSTEMS OR DEVICES LISTED IN THE UL FIRE-RESISTANCE DIRECTORY UNDER CATEGORIES XHCR AND XHEZ MAY BE USED, PROVIDING THAT THEY CONFORM TO THE CONSTRUCTION TYPE, PENETRATE TYPE, ANNULAR SPACE REQUIREMENTS, AND FIRE RATING INVOLVED IN EACH SEPARATE INSTANCE, AND THAT THE SYSTEM BE SYMMETRICAL FOR WALL APPLICATIONS. SYSTEMS OR DEVICES MUST BE ASBESTOS-FREE. 2.02 ADDITIONAL REQUIREMENTS: WITHSTAND THE PASSAGE OF COLD SMOKE EITHER AS AN INHERENT PROPERTY OF THE PRODUCT, OR BY THE USE OF A SEPARATE PRODUCT INCLUDED AS A PART OF THE UL SYSTEM OR DEVICE, AND DESIGNED TO PERFORM THIS FUNCTION. 2.03 THROUGH-PENETRATION SMOKE-STOPPING: ANY SYSTEM COMPLYING WITH REQUIREMENTS FOR THROUGH- PENETRATION FIRE STOPPING IN FIRE RATED CONSTRUCTION, AS SPECIFIED IN THIS SECTION, IS ACCEPTABLE, PROVIDED SYSTEM PROVIDES A SMOKE SEAL. 2.04 CONSTRUCTION-GAP SMOKE-STOPPING: ANY SYSTEM COMPLYING WITH REQUIREMENTS FOR CONSTRUCTION-GAP FIRE STOPPING IN FIRE RATED CONSTRUCTION, AS SPECIFIED IN THE SECTION, IS ACCEPTABLE, PROVIDED SYSTEM PROVIDES A SMOKE SEAL. 2.05 FILL, VOID OR CAVITY MATERIALS: AS CLASSIFIED UNDER CATEGORY XHHW IN UL FIRE RESISTANCE DIRECTORY. 2.06 FORMING MATERIALS: AS CLASSIFIED UNDER CATEGORY XHKU IN UL FIRE RESISTANCE DIRECTORY. 2.07 ACCESSORIES: AS REQUIRED BY MANUFACTURERS LISTED, TESTED OR ENGINEERED FIRE STOP SYSTEM ASSEMBLIES. 3.01 COMPLY WITH FIRE STOPPING MATERIAL MANUFACTURER'S RECOMMENDATIONS, AND UL SYSTEM OR DESIGN. 3.02 WARNING LABELS: LABEL EACH PENETRATION AS REQUIRED BY JURISDICTION. SECTION 078400 -FIRE STOPPING 1.01 PROVIDE SEALANT MATERIALS SUITED FOR INDICATED USE FOR A WEATHER AND WATER TIGHT INSTALLATION. SEALANTS SHALL BE COMPATIBLE WITH ADJACENT MATERIALS. PROVIDE JOINT SEALANT AND ACCESSORIES FOR EACH TYPE OF JOINT FROM A SINGLE SOURCE. UNLESS OTHERWISE NOTED, AREAS TO BE CAULKED INCLUDE: GLASS WINDOWS, EXTERIOR DOOR FRAMES, SILLS, AND THRESHOLDS, WOOD ON WOOD TRIM JOINTS AND SPLICES; SINKS AND TOILETS TO WALLS AND FLOORS; DRYWALL TO ALUMINUM AND HOLLOW METAL WINDOW/DOOR FRAMES; JOINTS NECESSARY TO PROVIDE A WATERTIGHT CONDITION. 1.02 SUBMITTALS: A. MANUFACTURER'S LITERATURE STATING PRODUCTS ARE COMPATIBLE WITH PROPOSED APPLICATIONS. B. PRODUCT DATA INDICATING SEALANT CHEMICAL CHARACTERISTICS, PERFORMANCE CRITERIA, LIMITATIONS, COLOR AVAILABILITY AND APPLICATION INSTRUCTIONS. C. SUBMIT (1) SAMPLE 1/4" IN DIAMETER X 4" IN SIZE ILLUSTRATING MANUFACTURER'S FULL LINE OF COLOR SELECTIONS FOR EACH EXPOSED PRODUCT FOR SELECTION BY THE ARCHITECT. 1.03 QUALITY ASSURANCE: JOINT SEALANT SHALL MAINTAIN PERMANENTLY AIRTIGHT AND WATERTIGHT CONTINUOUS SEALS, WITHIN RECOGNIZED LIMITATIONS OF WEAR AND AGING. FAILURE TO PRODUCE SUCH A SEAL WILL BE RECOGNIZED AS A FAILURE OF MATERIALS AND WORKMANSHIP. 1.04 MATERIALS: SEALANT TYPE APPLICATION: 1. POLYURETHANE HORIZONTAL CONTROL JOINTS IN CONCRETE FLOORING AND (SELF LEVELING) ATJUNCTURES BETWEEN THIS MATERIAL AND ADJACENT MATERIALS. COMPLY WITH ASTM C-920. 2. SILICONE SEALING OF JOINTS BETWEEN COUNTER SPLASHES AND (GEN. PURPOSE) ADJACENT TOPS & WALLS. COMPLY WITH ASTM C-920. 3. SILICONE GENERAL CAULKING AS PART OF INTERIOR PAINTING IN JOINTS (PAINTABLE) SUBJECT TO MOVEMENT. 4. ACRYLIC LATEX GENERAL CAULKING AS PART OF INTERIOR PAINTING COMPLY WITH ASTM C-834. 1.05 PROVIDE TWO (2) YEAR WARRANTY, AT MINIMUM. 2.01 1-PART POLYURETHANE SEALANTS: POLYURETHANE BASE 1 PART ELASTOMERIC SEALANT, COMPLYING WITH FED. SPEC. TT-S-00230C, TYPE II CLASS A, WITH ELONGATION AND COMPRESSION OF NOT LESS THAT 25 PERCENT. ASTM C-920, TYPE S, CLASS 25, GRADE NS. USE FOR INTERIOR JOINTS SUBJECT TO MOVEMENT. 2.02 HIGH MODULUS SILICONE RUBBER SEALANT: ONE PART NONACID-CURING SILICONE. USE FOR JOINTS RELATED TO STRUCTURAL GLAZING. 2.03 MILDEW-RESISTANT SILICONE RUBBER SEALANT: SILICONE RUBBER BASE, 1 PART MILDEW RESISTANCE SEALANT WITH INTEGRAL FUNGICIDE COMPLYING WITH FED. SPEC. TT-S-001543, CLASS A. SPECIFICALLY RECOMMENDED BY MANUFACTURER FOR INTERIOR JOINTS IN WET AREAS AROUND PLUMBING FIXTURES AND CERAMIC TILE. USE FOR JOINTS IN CERAMIC TILE WALLS AND FLOORS, AROUND EQUIPMENT, AND AROUND PLUMBING FIXTURES. 2.04 ACRYLIC SEALANTS: GENERAL PURPOSE, PAINTABLE ACRYLIC-EMULSION SEALANT WITH PLUS 7.5 PERCENT TO MINUS 7.5 PERCENT MOVEMENT. COMPLYING WITH ASTM C834. USE FOR INTERIOR JOINTS NOT SUBJECT TO MOVEMENT. 2.05 FOAM GASKET SEAL: PRE COMPRESSED, IMPREGNATED OPEN-CELL FOAM SEALANT INCORPORATING PERMANENTLY ELASTIC OPEN CELL POLYURETHANE FOAM, MANUFACTURER'S STANDARD IMPREGNATING AGENT, AND PRESSURE SENSITIVE BACKING. RESILIENT TO -26 DEGREES F FOR EXTERIOR USE AND WHERE OTHERWISE SUBJECT TO LOW TEMPERATURES. 2.06 PRIMER: AS RECOMMENDED BY SEALANT MANUFACTURER. 2.07 BOND BREAKER: PRESSURE-SENSITIVE ADHESIVE POLYETHYLENE TAPE. 2.08 JOINT CLEANER: NON-CORROSIVE AND NON-STAINING TYPE, RECOMMENDED BY SEALANT MANUFACTURER; COMPATIBLE WITH JOINT FORMING MATERIALS. 2.09 COLORS: SEALANT COLOR SHALL BE SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD COLORS. 3.01 PREPARATION OF JOINTS, CLEANING, PRIMING, STORAGE AND HANDLING OF SEALANTS AND PARTICULAR METHODS OF INSTALLATION SHALL CONFORM TO RECOMMENDATIONS OF SEALANT MANUFACTURER FOR EACH SPECIFIC TYPE OF INSTALLATION. 3.02 SEALANT DEPTH SHALL BE 2 TO ONE TIMES THE JOINT WIDTH, BUT NOT LESS THAT 1/4 INCH OR MORE THAN 2 INCH UNLESS OTHERWISE REQUIRED IN SPECIAL CASES. 3.03 APPLY SOLID AND CONTINUOUS BEAD OR BED OF SEALANT TO FILL JOINT WITHOUT VOIDS. CONFINE SEALANT TO JOINT OR AREAS TO BE SEALED AND FINISH TO NEAT STRAIGHT LINES. 3.04 ALL SEALANTS TO MEET THE FOLLOWING MINIMUM VOC LIMIT REQUIREMENTS; SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE 1168. A. ARCHITECTURAL -250 G/L B. POROUS ARCHITECTURAL SEALANT PRIMER -775 G/L C. NON-POROUS ARCHITECTURAL SEALANT PRIMER -250 G/L 3.05 ALL ARCHITECTURAL COATINGS TO MEET THE FOLLOWING MINIMUM VOC LIMIT REQUIREMENTS; SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE 1133. A. BOND BREAKERS -350 G/L 3.06 ALL AEROSOL ADHESIVES TO MEET THE FOLLOWING MINIMUM VOC LIMIT REQUIREMENTS; GREEN SEAL STANDARD GS-36. A. GENERAL PURPOSE MIST SPRAY -65% VOC'S BY WEIGHT SECTION 079000 -JOINT SEALANTS 1.01 STEEL DOORS AND FRAMES SHALL COMPLY WITH ANSI/SDI 100 AND THE REQUIREMENTS SPECIFIED. 1.02 SUBMIT: MANUFACTURER'S PRODUCT DATA, INCLUDING SPECIFICATIONS, SHOP DRAWINGS COVERING EACH TYPE OF DOOR, FRAME, FRAME CONDITION AND COMPLETE ANCHORAGE DETAILS. INCLUDE SCHEDULE AND FOLLOW DOOR NUMBERING SYSTEM USED ON ARCHITECTURAL DRAWINGS. 1.03 DELIVERY, STORAGE, AND HANDLING: COMPLY WITH MANUFACTURER'S ORDERING INSTRUCTION AND LEAD TIME REQUIREMENTS TO AVOID CONSTRUCTION DELAYS. DELIVER MATERIAL IN MANUFACTURER'S ORIGINAL UNOPENED UNDAMAGED CONTAINERS WITH IDENTIFICATION LABELS INTACT. STORE MATERIALS PROTECTED FROM EXPOSURE TO HARMFUL WEATHER CONDITIONS. COMPLY WITH MANUFACTURER'S RECOMMENDATIONS FOR STORAGE AND HANDLING. DOORS AND FRAMES SHALL BE STORED IN AN UPRIGHT POSITION. 1.04 WARRANTY: DOORS SHALL BE WARRANTED BY THE MANUFACTURER TO BE FREE FROM MANUFACTURING DEFECTS FOR A PERIOD OF NOT LESS THAN 18 MONTHS FROM THE DATE OF SUBSTANTIAL COMPLETION. WARRANTY SHALL PROVIDE FOR REPAIR OR REPLACEMENT OF THE DOOR AS ORIGINALLY INSTALLED. 2.01 DOORS: COMMERCIAL-QUALITY COLD-ROLLED SHEET STEEL; STEEL FOR DOOR FACES SHALL BE STRETCHER LEVELED. HEAVY DUTY, SEAMLESS, IN ACCORDANCE WITH THE REQUIREMENTS OF SDI 100 FOR GRADE II, MODEL 3 DOORS. INTERIOR SHALL BE 18 GAUGE, 1-3/4 INCHES THICK. 2.02 FRAMES: ONE PIECE, FULLY WELDED, 16 GAUGE, COLD OR HOT-ROLLED SHEET STEEL. 2.03 ANCHORS: PROVIDE ANCHORS AT EACH JAMB AS FOLLOWS FOR EACH 2'-6" OF DOOR HEIGHT OR FRACTION THEREOF: FABRICATE FROM MINIMUM 12 GAUGE SHEET STEEL. VARY ANCHOR TYPES TO PROVIDE POSITIVE FASTENING TO ADJACENT CONSTRUCTION. SECURE A METAL CLIP ANGLE AT BOTTOM OF EACH JAMB MEMBER FOR ANCHORING TO FLOOR, WITH A MINIMUM OF TWO FASTENERS. 2.04 PREPARE STEEL DOOR FRAMES TO RECEIVE HARDWARE. FURNISH APPROVED HARDWARE SCHEDULE, HARDWARE TEMPLATES AND SAMPLES OF PHYSICAL HARDWARE WHERE NECESSARY TO ENSURE CORRECT FITTING AND INSTALLATION. PREPARE SINKAGES AND CUTOUTS FOR MORTISED AND CONCEALED HARDWARE, HARDWARE PREPARATION FOR LABELED OPENINGS SHALL CONFORM TO THE REQUIREMENTS OF THE LABELING AUTHORITY. PROVIDE REINFORCEMENTS FOR BOTH CONCEALED AND SURFACE APPLIED HARDWARE. 2.05 GLAZED OPENINGS: LOCATIONS AND SIZES AS INDICATED ON DRAWINGS. COMPLY WITH REQUIREMENTS OF SECTION 088100. 2.06 PAINTED FINISH AS INDICATED IN FINISH SCHEDULE / FRAME TYPES / DOOR SCHEDULE. 3.01 INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE REQUIREMENTS OF STEEL DOOR INSTITUTE (SDI) 100, AND THE REQUIREMENTS OF THE LABELING AUTHORITY. 3.02 APPLY HARDWARE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, TAKING CARE NOT TO DAMAGE HARDWARE, DOORS, FRAMES AND THEIR FINISHES. ADJUST AND LUBRICATE, AS REQUIRED FOR PROPER OPERATION. SECTION 081113 -HOLLOW METAL DOORS AND FRAMES 1.01 INTERIOR FRAMES A. MANUFACTURER: 1. OMEGA MANUFACTURING 2. RACO INTERIORS 2. WESTERN INTEGRATED MATERIALS, INC. 3. FRAMEWORKS (ASSA ABLOY) B. ALUMINUM FRAMING: ASSTM B221 ALLOY 6063-T5 OR ALLOY AND TEMPER REQUIRED TO SUIT STRUCTURAL AND FINISH REQUIREMENTS, NOT LESS THAN 0.062 INCH(1.6MM) THICK. 1. PROFILE: SQUARE 2. THICKNESS: 1-1/2" PROFILE C. DOOR FRAMES: EXTRUDED ALUMINUM, REINFORCED FOR HINGES, STRIKES, AND CLOSERS. 1. 60-MINUTE FIRE PROTECTION RATING: FABRICATE ALUMINUM FRAME ASSEMBLIES WITH COLD FORMED, PRIMED, INTERIOR STEEL LINER. D. GLAZING FRAMES: EXTRUDED ALUMINUM, FOR GLAZING THICKNESS INDICATED. E. TRIM: EXTRUDED ALUMINUM, NOT LESS THAN 0.062 INCH 1. MANUFACTURER'S STANDARD TRIM 1.02 ACCESSORIES A. FASTENERS: ALUMINUM, NONMAGNETIC, STAINLESS-STEEL OR OTHER NONCORROSIVE METAL FASTENERS COMPATIBLE WITH FRAMES, STOPS,PANELS, REINFORCEMENT PLATES, HARDWARE, ANCHORS, AND OTHER ITEMS BEING FASTENED. B. DOOR SILENCERS: MANUFACTURER'S STANDARD CONTINUOUS MOHAIR, WOOL PILE, OR VINYL SEAL. COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURERS FULL RANGE OF COLORS. C. SMOKE SEALS: INTUMESCENT STRIP OR FIRE RATED GASKETS. D. GLAZING GASKETS: MANUFACTURER'S STANDARD EXTRUDED OR MOLDED PLASTIC, TO ACCOMMODATE GLAZING THICKNESS INDICATED ON DRAWINGS. 1.03 REFER TO DOOR & FINISH SCHEDULE FOR FINISH (WD) . 2.01 INSTALLATION SHALL COMPLY WITH FRAME AND DOOR MANUFACTURER'S PRINTED INSTRUCTIONS AND APPROVED SHOP DRAWINGS. 2.03 WARRANT AGAINST DEFECTS IN MANUFACTURING OF MATERIALS FOR A PERIOD OF 2 YEARS. 2.04 WARRANT FINISH, OTHER THAN NORMAL WARRANTY, FOR A PERIOD OF 5 YEARS. SECTION 081116 -ALUMINUM DOORS AND FRAMES 1.01 QUALITY ASSURANCE: A. NON-FIRE RATED WOOD DOORS SHALL BE 5-PLY PREMIUM GRADE, BANDED CORE IN ACCORDANCE WITH WINDOW AND DOOR MANUFACTURERS ASSOCIATION "ARCHITECTURAL WOOD FLUSH DOORS" IS 1A-04. B. AWI -QUALITY STANDARDS OF THE AMERICAN WOODWORK INSTITUTE (AWI). C. FACE SPECIES: DOOR FACE VENEER SPECIES TO BE AWI GRADE AA. 1.02 SUBMITTALS: A. MANUFACTURER'S PRODUCT CONSTRUCTION DATA, INCLUDING SPECIFICATIONS, INSTALLATION INSTRUCTIONS, DETAILS OF CORE AND EDGE CONSTRUCTION, TRIM FOR LIGHT OPENINGS, AND SIMILAR COMPONENTS; SHOP DRAWINGS, INCLUDING DOOR TYPE AND SIZE, HARDWARE TYPES, LOCATIONS AND BLOCKING REQUIREMENTS, CUTOUTS, AND PRE-FINISH SYSTEM TYPE AND APPROVED COLOR INCLUDING SCHEDULE. B. SUBMIT THE FOLLOWING: 1. SHOP DRAWINGS ILLUSTRATING DOOR OPENING CRITERIA ELEVATIONS, SIZES, TYPES, SWINGS, UNDERCUTS REQUIRED, SPECIAL BEVELING ETC. 2. PRODUCT DATA. 3. ONE (1) 8" X 8" SAMPLES OF DOOR FINISH. 4. PROVIDE MANUFACTURER'S STANDARD COLOR CHARTS, FOLLOWED BY A PHYSICAL SAMPLE OF COLOR SELECTED FOR ARCHITECT'S APPROVAL. ARCHITECT HAS THE OPTION TO FURNISH A COLOR FOR THE MANUFACTURER TO MATCH. 1.03 DOORS SHALL BE WARRANTED BY THE MANUFACTURER TO BE FREE OF MANUFACTURING DEFECTS FOR THE LIFE OF THE ORIGINAL INSTALLATION. WARRANTY SHALL PROVIDE FOR REPAIR OR REPLACEMENT OF THE DOOR AS ORIGINALLY FURNISHED. 1.04 DELIVER DOOR IN PROTECTIVE WRAPPING. 2.01 PRODUCTS: SUPPLY DOORS FROM ON OF THE FOLLOWING MANUFACTURERS: ALGOMA HARDWOODS, INC.; EGGERS INDUSTRIES; MARSHFIELD DOOR SYSTEMS; VT INDUSTRIES OR EQUAL. ALL WOOD DOORS ON THE PROJECT SHALL BE BY ONE MANUFACTURER TO ENSURE UNIFORMITY IN APPEARANCE AND CONSTRUCTION. A. WOOD SPECIES: (WD) SEE FINISH SCHEDULE FOR SPECIFICATIONS 2.02 FLUSH DOORS SHALL BE SOLID CORE CONSTRUCTION, HARDBOARD OR VENEER FACING AS SPECIFIED, 1-3/4 INCH THICK. 2.03 DOORS SHALL BE FACTORY PREPARED FOR HARDWARE. 2.04 ALL WOOD DOORS SHALL BE COMPLETELY FACTORY FINISHED USING THE MANUFACTURER'S STANDARD FINISH THAT MEETS OR EXCEEDS THE PERFORMANCE CRITERIA FOR AWI UV CURABLE POLYESTER URETHANE FINISH SYSTEM OR CONVERSION VARNISH. 3.01 INSTALL DOORS IN ACCORDANCE WITH WDMA IS 1A-04 AND SPECIFIC MANUFACTURER'S INSTALLATION INSTRUCTION. FIT TO FRAMES AND PREPARE FOR HARDWARE NOT PRE-FITTED AT FACTORY. DOORS SHALL BE PLUMB IN ALL POSITIONS, FLAT IN THE FRAME AND SHALL OPERATE SMOOTHLY AND QUIETLY. 3.02 PROTECT DOORS FOLLOWING INSTALLATION FROM DAMAGE AS A RESULT OF PROJECT COMPLETION. 3.03 UNDERCUT DOORS 1/2" (3/4" AT RESTROOMS) MAX. TO FINISHED FLOOR UNLESS NOTED OTHERWISE. TOUCH-UP DOOR FINISH AFTER UNDERCUTTING. 3.04 PROVIDE TWO (2) YEAR INSTALLER WARRANTY. SECTION 081416 -FLUSH WOOD DOORS 2.01 FRAME SHALL BE MINIMUM 12 GAUGE STEEL WITH MINIMUM 0.75 INCHES STEEL DOOR PANELS. FURNISH DOORS WITH DRYWALL BEAD GALVANIZED STEEL, HARDWARE MANUFACTURER'S STANDARD AND FACTORY APPLIED BAKED ENAMEL PRIME COAT FINISH. 2.02 FABRICATE DOORS WITH CONCEALED, SPRING TYPE HINGES OPENING TO 175 DEGREES AND FLUSH, SCREWDRIVER OPERATED LOCKS WITH METAL CAMS. 2.03 WALL ACCESS DOORS: FOR FLUSH INSTALLATION IN GYPSUM WALLBOARD; MILCOR STYLE DW MANUFACTURED BY INRYCO, INC.; NYSTROM. ACCESS DOORS IN FIRE-RATED WALLS SHALL BE FIRE RATED AS REQUIRED. NOMINAL 12 INCH SQUARE. 2.04 CEILING ACCESS DOORS, DOWNWARD OPENING: A. RECESSED PANEL TYPE: FOR INSTALLATION OF ACOUSTICAL MATERIAL, BILCO CD-1; MILCOR INRYCO, INC., OR APPROVED EQUAL, NOMINAL 300MM SQUARE FOR ACCESS TO VALVES, AND 24 INCH SQUARE FOR ACCESS TO DUCTS. B. FLUSH TYPE: FOR INSTALLATION IN GYPSUM WALLBOARD CEILINGS, SIMILAR TO RECESSED PANEL TYPE, EXCEPT WITH FLUSH PANEL, NOMINAL 12 INCHES SQUARE FOR ACCESS TO VALVES, AND 24 INCHES SQUARE FOR ACCESS TO DUCTS. 3.01 INSTALL ACCESS DOORS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTION AND SHOP DRAWINGS AS APPROVED, FOR ACCESS TO VALVES, DUCTWORK, AND OTHER WORK PROVIDED. SECTION 083113 -ACCESS DOORS & FRAMES 1.01 SUBMIT: MANUFACTURER'S PRODUCT CONSTRUCTION DATA, INCLUDE DETAILS OF CONSTRUCTION RELATIVE TO MATERIALS, DIMENSION OF INDIVIDUAL COMPONENTS, PROFILES AND FINISHES; SHOP DRAWINGS, INCLUDING DOOR TYPE AND SIZE, HARDWARE TYPES AND QUANTITIES, DETAILS OF FITTINGS, LOCATIONS AND INSTALLATION REQUIREMENTS. 1.02 FIELD MEASUREMENTS: VERIFY OPENING DIMENSIONS OF ALL GLASS ENTRANCES BY FIELD MEASUREMENTS BEFORE FABRICATION AND INDICATE MEASUREMENTS ON SHOP DRAWINGS. COORDINATE FABRICATION SCHEDULE WITH CONSTRUCTION PROGRESS TO AVOID DELAYING WORK. ESTABLISHED DIMENSIONS: WHERE FIELD MEASUREMENTS CANNOT BE MADE WITHOUT DELAYING THE WORK, ESTABLISH OPENING DIMENSIONS AND PROCEED WITH FABRICATING ALL GLASS ENTRANCES WITHOUT FIELD MEASUREMENTS. COORDINATE CONSTRUCTION TO ENSURE ACTUAL OPENING DIMENSIONS CORRESPOND TO ESTABLISHED DIMENSIONS. 2.01 PRODUCTS: BLUMCRAFT, C.R. LAURENCE, ACI GLASS PRODUCTS OR EQUAL. 1/2 INCH CLEAR, FULLY TEMPERED GLASS WITH FLAT POLISHED EXPOSED EDGES. A. MANUFACTURER'S CONCEALED ANCHORS AND FASTENINGS, OVERHEAD DOORSTOP AND 90 DEGREE HOLD OPEN. BACK-TO-BACK DOOR PULLS FROM MANUFACTURER'S STANDARD SELECTION. B. MANUFACTURER'S STANDARD CONTINUOUS HORIZONTAL RAILS AT DOOR AND SIDELIGHT TOP AND BOTTOM, 4 INCH SQUARE PROFILE, SATIN STAINLESS STEEL FINISH. 2.02 HARDWARE: 1. AT SWING DOORS PROVIDE TOP AND BOTTOM PIVOTS WITH ADJUSTMENT MECHANISM FOR ALIGNING DOOR. BOTTOM PIVOT RECESSED AND CONCEALED IN FLOOR AND TOP PIVOT CONCEALED IN MOUNTING CHANNEL INSTALLED ABOVE CEILING. PROVIDE HEAVY DUTY CONCEALED CLOSER ALONG WITH THE NECESSARY INSTALLATION ACCESSORIES. SELECT ACTION APPROPRIATE TO LOCATION. AT DOOR OPENINGS AT STRUCTURED SLABS PROVIDE TOP CLOSER. 2. AT SLIDING DOORS PROVIDE WHEELED ADJUSTABLE CARRIERS DESIGNED TO ATTACH TO GLASS DOOR PANEL. PROVIDE FLOOR GUIDES AND STOPS 3. PROVIDE CONTINUOUS TOP RAILS, BOTTOM RAILS, AND/OR PATCHES AS INDICATED IN DRAWINGS. PROVIDE RAIL SECTIONS FABRICATED FROM EXTRUDED ALUMINUM ALLOY AND TEMPERED AS RECOMMENDED BY MANUFACTURER FOR STRENGTH CORROSION RESISTANCE, AND SPECIFIED FINISH, BUT NOT LESS THAN 27,000 PSI ULTIMATE STRENGTH, AND NOT LESS THAN 0.125 IN. THICKNESS AT ANY LOCATION. TOP EDGE OF BOTTOM RAIL TO BE SLOPED TO CONFORM TO LOCAL CODES AND ADA REQUIREMENTS 4. PROVIDE ALL OTHER REQUIRED HARDWARE INCLUDING LOCKS, EXIT DEVICES, SECURITY EQUIPMENT, AND DECORATIVE PULLS AS INDICATED IN DRAWINGS. 3.01 INSTALLATION: INSTALL ALL GLASS ENTRANCES AND ASSOCIATED COMPONENTS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. SET UNITS LEVEL AND PLUMB. MAINTAIN UNIFORM CLEARANCES BETWEEN ADJACENT COMPONENTS. LUBRICATE HARDWARE AND OTHER MOVING PARTS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. SET, SEAL AND GROUT FLOOR CLOSER CASES AS REQUIRED BY HARDWARE AND SUBSTRATE. 3.02 DESIGN, SIZE COMPONENTS, AND INSTALL ALL-GLASS DOOR ASSEMBLY IN ACCORDANCE WITH ASTM E1300 TO WITHSTAND LOADS WITHOUT BREAKAGE, LOSS, FAILURE OF SEALS, PRODUCT DETERIORATION, AND OTHER DEFECTS. 3.03 SAFETY GLAZING: COMPLY WITH CONSUMER PRODUCT SAFETY COMMISSION 16 CFR 1201, ANSI Z97.1, AND OTHER APPLICABLE SAFETY REQUIREMENTS. EACH PIECE OF SAFETY GLAZING SHALL BE PERMANENTLY LABELED WITH APPROPRIATE MARKING. 3.04 GLASS TYPE AND THICKNESS SHALL BE DETERMINED BY GLASS DOOR MANUFACTURER TO ACCOMMODATE PROJECT DESIGN AND PERFORMANCE REQUIREMENTS. PROVIDE SIZE AND PROFILES INDICATED ON DRAWINGS. PROVIDE STRAIGHT, SHARPLY DEFINED LINES AND AREAS. GLASS THICKNESS SHALL NOT BE LESS THAN 1/2" THICK. GLASS TO BE CLEAR AND TEMPERED WITH POLISHED-FINISH RADIUSED ("PENCILED") EDGES. SECTION 084226 -ALL-GLASS ENTRANCES 1.01 FURNISH COMPLETE HARDWARE SCHEDULE AND PRODUCT CATALOG CUTS FOR APPROVAL BY ARCHITECT. A STATEMENT OF OMISSION, DISCREPANCY, OR ERROR SHOULD BE DIRECTED TO ARCHITECT WHERE ITEMS OF HARDWARE NOT DEFINITELY OR CORRECTLY SPECIFIED ARE REQUIRED FOR COMPLETION OF WORK. 1.02 FURNISH HARDWARE TEMPLATES NECESSARY FOR PREPARATORY WORK AND HARDWARE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 1.03 DELIVER EACH HARDWARE ITEM OR SET SEPARATELY PACKAGED AND IDENTIFIED FOR USE IN THE WORK. 2.01 SUBMIT THE FOLLOWING: 1. HARDWARE SCHEDULE. 2. PRODUCT DATA. 2.02 HARDWARE (HW): SEE DOOR & FINISH SCHEDULE FOR SPECIFICATIONS. 2.03 ELECTRONIC SECURITY: WHERE INDICATED, PROVIDE ELECTRIC LATCH RETRACTION PANIC DEVICES, ELECTRIC HINGES, DOOR CONTACT, POWER SUPPLIES, AND RELATED SUPPORT DEVICES TO INTERFACE WITH CARD READERS. REFER TO KIMLEY-HORN SECURITY SPECIFICATIONS/SHEET A0.7 3.01 INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND APPLICABLE SECURITY AND ENERGY CONSERVATION REGULATIONS, UNLESS OTHERWISE NOTED, MOUNT LEVERS, PUSH/PULL PLATES, HANDLES, LOCKS, ETC. AT MANUFACTURER'S STANDARD MOUNTING HEIGHTS, BUT IN NO CASE GREATER THAN ADA REQUIREMENTS WHERE APPLICABLE. 3.02 PROVIDE ENTRANCE CYLINDERS TO GLAZING CONTRACTOR FOR ENTRANCES. 3.03 FIRE-RATED OPENINGS: PROVIDE HARDWARE FOR FIRE-RATED OPENINGS IN COMPLIANCE WITH NFPA 80. THIS REQUIREMENT TAKES PRECEDENCE OVER OTHER REQUIREMENTS FOR SUCH HARDWARE. PROVIDE ONLY SUCH HARDWARE WHICH HAS BEEN TESTED AND LISTED BY UL FOR THE TYPE AND SIZE OF DOOR REQUIRED, AND COMPLIES WITH THE REQUIREMENTS OF THE DOOR AND THE DOOR FRAME LABELS. LATCHING HARDWARE, DOOR CLOSERS, BALL BEARING HINGES, AND SEALS ARE REQUIRED WHETHER OR NOT LISTED IN THE HARDWARE SCHEDULE. 1. WHERE PANIC EXIT DEVICES ARE REQUIRED ON FIRE-RATED DOORS, PROVIDE SUPPLEMENTARY MARKING ON DOOR UL LABEL ON EXIT DEVICE INDICATING "FIRE EXIT HARDWARE." 3.04 KEYING WILL BE COORDINATED BETWEEN TENANT, OWNER AND/OR LANDLORD. 3.05 PROVIDE TWO (2) YEAR WARRANTY. SECTION 087100 -DOOR HARDWARE 1.01 FURNISH AND INSTALL GLASS, MIRROR, AND GLAZING IN SIZES, TYPES AND LOCATIONS INDICATED, INCLUDING SETTING HARDWARE, GASKETS, AND SEALANTS NEEDED FOR A COMPLETE WEATHER TIGHT INSTALLATION. GLAZING MATERIALS, AS APPLICABLE, SHALL CONFORM TO ANSI A97.1, 16 CODE OF FEDERAL REGULATIONS (CFR) 1201 AND IBC SECTION 2403. A. EACH PANE SHALL BARE THE MANUFACTURER'S MARK DESIGNATING THE TYPE AND THICKNESS OF THE GLASS OR GLAZING MATERIAL. THE IDENTIFICATION SHALL NOT BE OMITTED UNLESS APPROVED AND AN AFFIDAVIT IS FURNISHED BY THE GLAZING CONTRACTOR CERTIFYING THAT EACH LIGHT IS GLAZED IN ACCORDANCE WITH APPROVED CONSTRUCTION DOCUMENTS. AN AFFIDAVIT MAY NOT BE SUBMITTED FOR TEMPERED GLASS THAT MUST BE PERMANENTLY IDENTIFIED. 1.02 SUBMITTALS: SHOP DRAWINGS SHOWING SIZE AND TYPE OF EACH PRODUCT SPECIFIED; SAMPLES FOR EACH TYPE OF TINTED GLASS FOR ARCHITECT'S APPROVAL. 1.03 WARRANTY: PROVIDE MANUFACTURER'S WRITTEN WARRANTY COVERING MANUFACTURING DEFECTS FOR THE FOLLOWING PERIODS: INSULATED GLASS -10 YEAR; FLOAT GLASS -5 YEAR; LAMINATED GLASS -4 YEAR; MIRRORS -15 YEAR SILVER SPOILAGE; BULLET RESISTIVE GLASS -2 YEARS. 1.04 EACH PANE OF TEMPERED GLASS, EXCEPT TEMPERED SPANDREL GLASS SHALL BE PERMANENTLY IDENTIFIED BY THE MANUFACTURER. THE IDENTIFICATION MARK SHALL BE ACID ETCHED, SAND BLASTED, CERAMIC FIRED, LASER ETCHED, OR EMBOSSED OR OF A TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED. THE IDENTIFICATION IS TO BE VISIBLE AFTER INSTALLATION. 2.01 SUBMIT THE FOLLOWING: 1. PRODUCT DATA. 2. SHOP DRAWINGS SHOWING SIZE AND LOCATION OF EACH INSTALLATION. 2.02 PRODUCT SPECIFICATIONS ARE AS FOLLOWS: 1. (GL-01)TYPE 1: 3/8" CLEAR FLOAT GLASS. COMPLY WITH ASTM C1036, TYPE I (TRANSPARENT GLASS, FLAT), CLASS 1 (CLEAR), QUALITY Q3 (GLAZING SELECT). PROCESSED TO COMPLY WITH ASTM C1048, KIND FT (FULLY TEMPERED). SEE DOOR & FINISH SCHEDULE FOR SPECS/THICKNESS. 2. (GL-02) TYPE 2: 1/2" CLEAR FLOAT GLASS (TEMPERED AS REQUIRED BY ANSI, LOCAL CODES AND ORDINANCES). 2.03 MIRRORS: 1/4 INCH POLISHED PLATE GLASS SLIVER COATED AND HERMETICALLY SEALED WITH A UNIFORM COATING OF ELECTROLYTIC COPPER PLATING. REFER PLANS FOR NOTES 2.04 GLAZING SEALANTS: AS RECOMMENDED BY FGMA SUITABLE FOR APPLICATION AND CONDITIONS INDICATED. 2.05 GLAZING SEALANT: G.E. "SILICONE CONSTRUCTION 1200 SEALANT" OR APPROVED EQUAL, CONFORMING TO FS TT-S-00230 IN COLOR SELECTED BY DESIGNER. 2.06 GASKETS, SETTING BLOCKS AND SPACERS: G.E. TYPE II PRE FORMED SILICONE RUBBER, OF ASTM D2240 SHORE "A" DUROMETER HARDNESS WITHIN THE RANGES SPECIFIED BELOW TO SUIT THE SPECIFIC INSTALLATION CONDITIONS. SEE ELEVATIONS AND DETAILS FOR SPECIFIC PRODUCT. 2.07 GLAZING TAPE: AS RECOMMENDED BY SEALANT MANUFACTURER FOR THE SPECIFIC INSTALLATION CONDITIONS. 2.08 FABRICATE GLASS WITH SMOOTH, STRAIGHT EDGES TO FULL SIZE REQUIRED TO OBTAIN BEARING ALONG ENTIRE WIDTH OF LITE. FABRICATE INSULATING GLASS UNITS USING BOTH PRIMARY AND SECONDARY SEALS AND AS OTHERWISE REQUIRED TO COMPLY WITH THE IGCC CBA CLASSIFICATION. INSTALL FACTORY LABEL ON EACH PANE OF GLASS. 3.01 SIZE GLASS FOR EACH OPENING WITHIN TOLERANCES AND DIMENSIONS ESTABLISHED BY FIELD MEASUREMENTS. 3.02 INSTALL GLASS TO BE WATERTIGHT AND AIRTIGHT. COMPLY WITH FGMA "GLAZING MANUAL" EXCEPT AS OTHERWISE INDICATED, SPECIFIED OR RECOMMENDED BY THE MANUFACTURERS OF THE GLASS, GLAZING MATERIALS AND FRAMES. 3.03 SET GLASS IN LOOSE STOPS AS DETAILED. SET STOPS IN SEALANT.WHERE JOINTS OCCUR IN BUTT GLAZED CONDITIONS FILL JOINT WITH CLEAR SILICONE SEALANT. JOINT TO BE 1/8" WIDE UNLESS NOTED OTHERWISE. SECTION 088000 -GLAZING 1.01 FURNISH AND INSTALL 1/2" TEMPERED GLASS DOORS AND FIXED PANELS. PROVIDE CONTINUOUS TOP AND BOTTOM RAILS OR PATCHES AS INDICATED IN DRAWINGS. FINISH BY MFG. AS NOTED IN DOOR SCHEDULE. 1.02 PROVIDE SIZE AND PROFILES INDICATED ON APPROVED SHOP DRAWINGS. PROVIDE STRAIGHT, SHARPLY DEFINED LINES AND AREAS. 1.03 PROVIDE RAIL SECTIONS FABRICATED FROM EXTRUDED ALUMINUM ALLOY AND TEMPERED AS RECOMMENDED BY MANUFACTURER FOR STRENGTH CORROSION RESISTANCE, AND SPECIFIED FINISH, BUT NOT LESS THAN 27,000 PSI ULTIMATE STRENGTH, AND NOT LESS THAN 0.125 IN. THICKNESS AT ANY LOCATION. 2.01 TOP EDGE OF BOTTOM RAIL SHALL INCLUDE SLOPE TO MEET LOCAL CODE AND ADA REQUIREMENTS. 2.02 PROVIDE 1/2" INCH THICK CLEAR, TEMPERED GLASS, WITH POLISHED-FINISH RADIUSED ("PENCILED") EDGES. 2.03 SAFETY GLASS PANELS TO CONFORM TO REQUIREMENTS OF ANSI Z29.1. 2.04 SUBMIT SHOP DRAWINGS SHOWING FULL SIZE DETAILS, SECTIONS, SIZES, REINFORCEMENT, GLAZING, AND RELATIONSHIP TO WORK OF THIS SECTION. INCLUDE INFORMATION ON FABRICATION, INSTALLATION, GLAZING, AND OTHER INFORMATION REQUIRED FOR COMPLETE DESCRIPTION OF WORK. 2.05 DOOR CLOSERS AT ALL 1/2" THICK TEMPERED GLASS DOORS SHALL BE OVERHEAD CONCEALED TYPE DOOR CLOSERS UNLESS NOTED OTHERWISE, FURNISH AND INSTALL HEAVY DUTY CONCEALED DOOR CLOSER ALONG WITH THE NECESSARY INSTALLATION ACCESSORIES. SELECT ACTION APPROPRIATE TO LOCATION. SECTION 088010 -TEMPERED GLASS DOORS 1.01 ACTION SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT. B. SHOP DRAWINGS: INCLUDE MIRROR ELEVATIONS, EDGE DETAILS, MIRROR HARDWARE, AND ATTACHMENT DETAILS. 1.02 SPECIAL WARRANTY: MANUFACTURER AGREES TO REPLACE MIRRORS THAT DETERIORATE WITHIN SPECIFIED WARRANTY PERIOD. DETERIORATION OF MIRRORS IS DEFINED AS DEFECTS DEVELOPED FROM NORMAL USE THAT ARE NOT ATTRIBUTED TO MIRROR BREAKAGE OR TO MAINTAINING AND CLEANING MIRRORS CONTRARY TO MANUFACTURER'S WRITTEN INSTRUCTIONS. DEFECTS INCLUDE DISCOLORATION, BLACK SPOTS, AND CLOUDING OF THE SILVER FILM. WARRANTY PERIOD: FIVE YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 2.01 SILVERED FLAT GLASS MIRRORS A. MIRRORS, GENERAL: ASTM C1503;MANUFACTURED USING COPPER-FREE, LOW-LEAD MIRROR COATING PROCESS. B. TEMPERED GLASS MIRRORS: MIRROR GLAZING QUALITY FOR BLEMISH REQUIREMENTS AND COMPLYING WITH ASTM C1048 FOR KIND FT, CONDITIONA, TEMPERED FLOAT GLASS BEFORE SILVER COATING IS APPLIED. 1. NOMINAL THICKNESS: 6.0 MM. 2.02 MISCELLANEOUS MATERIALS A. SETTING BLOCKS: ELASTOMERIC MATERIAL WITH A SHORE, TYPE A DUROMETER HARDNESS OF 85, PLUS OR MINUS 5. B. EDGE SEALER: COATING APPROVED BY MIRROR MANUFACTURER. C. MIRROR MASTIC: AN ADHESIVE SETTING COMPOUND, ASBESTOS-FREE, PRODUCED SPECIFICALLY FOR SETTING MIRRORS. D. FILM BACKING FOR SAFETY MIRRORS: FILM BACKING AND PRESSURE-SENSITIVE ADHESIVE; BOTH COMPATIBLE WITH MIRROR BACKING PAINT AS CERTIFIED BY MIRROR MANUFACTURER. 2.03 FABRICATION A. FABRICATE CUTOUTS FOR NOTCHES AND HOLES IN MIRRORS WITHOUT MARRING VISIBLE SURFACES. LOCATE AND SIZE CUTOUTS SO THEY FIT CLOSELY AROUND PENETRATIONS IN MIRRORS. B. MIRROR EDGE TREATMENT: FLAT POLISHED. SEAL EDGES OF MIRRORS WITH EDGE SEALER. 3.01 EXAMINATION A. EXAMINE SUBSTRATES, OVER WHICH MIRRORS ARE TO BE MOUNTED, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH INSTALLATION TOLERANCES, SUBSTRATE PREPARATION, AND OTHER CONDITIONS AFFECTING PERFORMANCE OF THE WORK. B. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED AND SURFACES ARE DRY. 3.02 PREPARATION A. COMPLY WITH MASTIC MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS FOR PREPARATION OF SUBSTRATES, INCLUDING COATING SUBSTRATES WITH MASTIC MANUFACTURER'S SPECIAL BOND COATING WHERE APPLICABLE. 3.03 INSTALLATION A. GENERAL: INSTALL MIRRORS TO COMPLY WITH MIRROR MANUFACTURER'S WRITTEN INSTRUCTIONS AND WITH REFERENCED GANA PUBLICATIONS. MOUNT MIRRORS ACCURATELY INPLACE IN A MANNER THAT AVOIDS DISTORTING REFLECTED IMAGES. B. INSTALL MIRRORS WITH MASTIC. ATTACH MIRROR SECURELY TO MOUNTING SURFACES WITH MECHANICAL FASTENERS INSTALLED WITH ANCHORS OR INSERTS AS APPLICABLE. INSTALL FASTENERS SO HEADS DO NOT IMPOSE POINT LOADS ON BACKS OF MIRRORS. 1. APPLY MASTIC TO COMPLY WITH MASTIC MANUFACTURER'S WRITTEN INSTRUCTIONS FOR COVERAGE AND TO ALLOW AIR CIRCULATION BETWEEN BACK OF MIRRORS AND FACE OF MOUNTING SURFACE. C. CLEAN EXPOSED SURFACE OF MIRRORS NOT MORE THAN FOUR DAYS BEFORE DATE SCHEDULED FOR INSPECTIONS THAT ESTABLISH DATE OF SUBSTANTIAL COMPLETION. CLEAN MIRRORS AS RECOMMENDED IN WRITING BY MIRROR MANUFACTURER. D. REFER PLANS FOR ADDITIONAL NOTES SECTION 088300 -MIRRORS 1.01 FURNISH AND INSTALL FILM PER MANUFACTURER'S INSTRUCTIONS AND EXTENTS IDENTIFIED WITHIN THE DOCUMENTS. 1.02 SUBMITTALS: SUBMIT PRODUCT DATA AND SAMPLES. 2.00 PRODUCTS: GLAZING FILM (GF) -SEE FINISH SCHEDULE FOR SPECIFICATIONS. SEE ELEVATIONS/DOOR SCHEDULE FOR LOCATIONS SECTION 089700 -GLAZING SURFACE FILMS 1.01 COMPLY WITH THE FOLLOWING GENERAL STANDARDS: A. ASTM C645, C754 AND GA-216 FOR SPECIFICATION AND INSTALLATION OF STEEL FRAMING MEMBERS B. ASTM C36 FOR GYPSUM WALLBOARD C. ASTM C840-01 FOR APPLICATION AND FINISHING OF GYPSUM BOARD. WALL TOLERANCES: MAXIMUM VARIATION FROM FLATNESS -1/8 INCH IN 10 FEET IN ANY DIRECTION D. ASTM C79 FOR GYPSUM SHEATHING E. ASTM C630 FOR WATER RESISTANT GYPSUM BOARD (MR) 1.02 COORDINATE INSTALLATION AND WALL LAYOUT WITH ELECTRICAL AND MECHANICAL WORK. PROVIDE BLOCKING AND BACKING AS REQUIRED. COORDINATE FIRE STOPPING APPLICATION. 2.01 WALL TEXTURE TO HAVE SMOOTH SURFACE AFTER TAPE & BED AND READY TO RECEIVE NEW FINISHES AS SPECIFIED IN FINISH SCHEDULE. PROVIDE LEVEL 4 FINISH UNLESS OTHERWISE NOTED. 2.02 PROVIDE METAL CORNER BEADS AT VERTICAL AND HORIZONTAL EXTERIOR CORNERS AND METAL J TRIM OR L TRIM AT EXPOSED EDGE CONDITIONS. 2.03 SUBMIT THE FOLLOWING: 1. PRODUCT DATA ON METAL FRAMING, GYPSUM BOARD, JOINT TAPE. 2. TWO (2) 12" X 12" OF EACH GYPSUM BOARD FINISH TEXTURE. 3. MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR EACH PRODUCT PROPOSED FOR USE SECTION 092100 -GYPSUM BOARD ASSEMBLIES 2.04 PROVIDE DRYWALL ACCESSORIES AS DETAILED ON DRAWINGS. 1. CASING BEADS:USG 200-B METAL TRIM OR EQUAL. 2. CORNER BEADS:USG DURABEAD REINFORCED. 3. EXPANSION JOINTS:BREAK METAL AS INDICATED. 3.01 PROVIDE WALL/CEILING FRAMING SYSTEMS AS SHOWN ON PLANS. SELECT STUD GAUGE BASE ON HEIGHT/SPAN RATIOS RECOMMENDED BY MANUFACTURER. INSTALL FASTENERS NO GREATER THAN 24 INCHES O.C. OR AS REQUIRED BY CODE. 3.02 DOUBLE STUD JAMBS AT OPENINGS. 3.03 SPLICE FLOOR AND CEILING TRACK FOR PROPER ALIGNMENT. 3.04 FURNISH AND INSTALL BLOCKING REQUIRED FOR DOORS, HARDWARE, ACCESSORIES, CABINETRY, ETC. SHOWN ON PLANS. COORDINATE LOCATION OF MECHANICAL/ELECTRICAL AND PLUMBING ASSEMBLIES WITHIN WALL ASSEMBLY. 3.05 INSTALL MULTIPLE LAYERS OF GYPSUM BOARD PERPENDICULAR TO EACH OTHER. 3.06 PROVIDE SLIP JOINT CONNECTION AT UNDERSIDE OF DECK FOR UNINTERRUPTED PARTITIONS INSTALLED FLOOR TO DECK. 3.07 PROVIDE LATERAL WALL BRACING WHERE NECESSARY FOR A RIGID, STABLE INSTALLATION. 3.08 CEILING FRAMING SHALL BE INSTALLED INDEPENDENT OF WALLS, COLUMNS, AND ABOVE CEILING WORK. COORDINATE LOCATION OF HANGER WIRE WITH OTHER TRADES. INSTALL RC CHANNELS 24 INCHES O.C. MAXIMUM IN STRICT ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. 3.09 INSTALL NON-HARDENING/NON-SKINNING ACOUSTICAL SEALANT IN WALLS DESIGNED FOR ACOUSTICAL ATTENUATION PER MANUFACTURER'S REQUIREMENTS. INSTALL ACOUSTICAL INSULATION (FS HH I 521, PRE- FORMED MINERAL WOOL FRICTION FIT WITHOUT VAPOR BARRIER) TIGHT WITHIN SPACES, BEHIND AND AROUND ELECTRICAL AND MECHANICAL ITEMS AND TIGHT TO ITEMS PASSING THROUGH WALL ASSEMBLY. 3.10 FIRE CAULK AROUND PENETRATIONS IN FIRE AND ACOUSTICAL ASSEMBLIES. 1.01 SECTION INCLUDES: 1. NON-LOAD-BEARING STEEL FRAMING SYSTEMS FOR INTERIOR GYPSUM BOARD ASSEMBLIES. 2.01 PERFORMANCE REQUIREMENTS A. FIRE-TEST-RESPONSE CHARACTERISTICS: PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE TESTED ACCORDING TO ASTM E 119. B. STC-RATED ASSEMBLIES: PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE TESTED IN ASSEMBLY INDICATED ACCORDING TO ASTM E 90 AND CLASSIFIED ACCORDING TO ASTM E 413. 2.02 FRAMING SYSTEMS A. STEEL STUDS AND RUNNERS: ASTM C 645.USE EITHER STEEL STUDS AND RUNNERS OR DIMPLED STEEL STUDS AND RUNNERS. 1. MINIMUM BASE-METAL THICKNESS:0.033 INCH (0.84 MM). 2. DEPTH: AS INDICATED ON DRAWINGS. B. SLIP-TYPE HEAD JOINTS: WHERE INDICATED, PROVIDE THE FOLLOWING IN THICKNESS NOT LESS THAN INDICATED FOR STUDS AND IN WIDTH TO ACCOMMODATE DEPTH OF STUDS: 1. SINGLE LONG-LEG RUNNER SYSTEM: ASTM C 645 TOP RUNNER WITH 2-INCH-(51-MM-) DEEP FLANGES, INSTALLED WITH STUDS FRICTION FIT INTO TOP RUNNER AND WITH CONTINUOUS BRIDGING LOCATED WITHIN 12 INCHES (305 MM) OF THE TOP OF STUDS TO PROVIDE LATERAL BRACING. C. FLAT STRAP AND BACKING PLATE: STEEL SHEET FOR BLOCKING AND BRACING IN LENGTH AND WIDTH INDICATED. 1. MINIMUM BASE-METAL THICKNESS: 0.033 INCH (0.84 MM) . D. COLD-ROLLED CHANNEL BRIDGING: STEEL, 0.053-INCH (1.34-MM) MINIMUM BASE-METAL THICKNESS, WITH MINIMUM 1/2-INCH-(13-MM-) WIDE FLANGES. 1. DEPTH: 1-1/2 INCHES (38 MM). 2. CLIP ANGLE: NOT LESS THAN 1-1/2 BY 1-1/2 INCHES (38 BY 38 MM), 0.068-INCH-(1.72-MM-) THICK, GALVANIZED STEEL. E. FASTENERS FOR METAL FRAMING: OF TYPE, MATERIAL, SIZE, CORROSION RESISTANCE, HOLDING POWER, AND OTHER PROPERTIES REQUIRED TO FASTEN STEEL MEMBERS TO SUBSTRATES. 3.01 INSTALLATION, GENERAL A. INSTALLATION STANDARD: ASTM C 754. 1. GYPSUM BOARD ASSEMBLIES: ALSO COMPLY WITH REQUIREMENTS IN ASTM C 840 THAT APPLY TO FRAMING INSTALLATION. B. INSTALL SUPPLEMENTARY FRAMING, AND BLOCKING TO SUPPORT FIXTURES, EQUIPMENT SERVICES, HEAVY TRIM, GRAB BARS, TOILET ACCESSORIES, FURNISHINGS,OR SIMILAR CONSTRUCTION. C. INSTALL BRACING AT TERMINATIONS IN ASSEMBLIES. D. DO NOT BRIDGE BUILDING CONTROL AND EXPANSION JOINTS WITH NON-LOAD-BEARING STEEL FRAMING MEMBERS. FRAME BOTH SIDES OF JOINTS INDEPENDENTLY. 3.02 INSTALLING FRAMED ASSEMBLIES A. INSTALL FRAMING SYSTEM COMPONENTS ACCORDING TO SPACINGS INDICATED, BUT NOT GREATER THAN SPACINGS REQUIRED BY REFERENCED INSTALLATION STANDARDS FOR ASSEMBLY TYPES. B. WHERE STUDS ARE INSTALLED DIRECTLY AGAINST EXTERIOR MASONRY WALLS OR DISSIMILAR METALS AT EXTERIOR WALLS, INSTALL ISOLATION STRIP BETWEEN STUDS AND EXTERIOR WALL. C. INSTALL STUDS SO FLANGES WITHIN FRAMING SYSTEM POINT IN SAME DIRECTION. D. INSTALL TRACKS (RUNNERS) AT FLOORS AND OVERHEAD SUPPORTS. EXTEND FRAMING FULL HEIGHT TO STRUCTURAL SUPPORTS OR SUBSTRATES ABOVE SUSPENDED CEILINGS, EXCEPT WHERE PARTITIONS ARE INDICATED TO TERMINATE AT SUSPENDED CEILINGS. CONTINUE FRAMING AROUND DUCTS PENETRATING PARTITIONS ABOVE CEILING. 1. SLIP-TYPE HEAD JOINTS: WHERE FRAMING EXTENDS TO OVERHEAD STRUCTURAL SUPPORTS, INSTALL TO PRODUCE JOINTS AT TOPS OF FRAMING SYSTEMS THAT PREVENT AXIAL LOADING OF FINISHED ASSEMBLIES. 2. DOOR OPENINGS: SCREW VERTICAL STUDS AT JAMBS TO JAMB ANCHOR CLIPS ON DOOR FRAMES; INSTALL RUNNER TRACK SECTION (FOR CRIPPLE STUDS) AT HEAD AND SECURE TO JAMB STUDS. A. INSTALL TWO STUDS AT EACH JAMB UNLESS OTHERWISE INDICATED. B. INSTALL CRIPPLE STUDS AT HEAD ADJACENT TO EACH JAMB STUD, WITH A MINIMUM 1/2-INCH (13-MM) CLEARANCE FROM JAMB STUD TO ALLOW FOR INSTALLATION OF CONTROL JOINT IN FINISHED ASSEMBLY. C. EXTEND JAMB STUDS THROUGH SUSPENDED CEILINGS AND ATTACH TO UNDERSIDE OF OVERHEAD STRUCTURE. 3. OTHER FRAMED OPENINGS: FRAME OPENINGS OTHER THAN DOOR OPENINGS THE SAME AS REQUIRED FOR DOOR OPENINGS UNLESS OTHERWISE INDICATED. INSTALL FRAMING BELOW SILLS OF OPENINGS TO MATCH FRAMING REQUIRED ABOVE DOOR HEADS. 4. SOUND-RATED PARTITIONS: INSTALL FRAMING TO COMPLY WITH SOUND-RATED ASSEMBLY INDICATED. 5. CURVED PARTITIONS: A. BEND TRACK TO UNIFORM CURVE AND LOCATE STRAIGHT LENGTHS SO THEY ARE TANGENT TO ARCS. B. BEGIN AND END EACH ARC WITH A STUD, AND SPACE INTERMEDIATE STUDS EQUALLY ALONG A ARCS. ON STRAIGHT LENGTHS OF NO FEWER THAN TWO STUDS AT ENDS OF ARCS, PLACE STUDS 6 INCHES (150 MM) O.C. E. INSTALLATION TOLERANCE: INSTALL EACH FRAMING MEMBER SO FASTENING SURFACES VARY NOT MORE THAN 1/8 INCH (3 MM) FROM THE PLANE FORMED BY FACES OF ADJACENT FRAMING. SECTION 092216 -NON-STRUCTURAL METAL FRAMING 1.01 REFERENCES: A. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A108.1 THROUGH .10 -SPECIFICATIONS FOR VARIOUS CERAMIC TILE AND QUARRY TILE MATERIALS AND INSTALLATION. B. ANSI A118.4 -SPECIFICATION FOR DRY SET LATEX PORTLAND CEMENT MORTAR. C. ANSI A136.1 -ORGANIC ADHESIVES FOR INSTALLATION OF CERAMIC TILE, TYPE 1 AND TYPE 2. D. ANSI A137.1 -SPECIFICATION FOR CERAMIC TILE. E. THE COUNCIL OF NORTH OF AMERICA FOR CERAMIC TILE INSTALLATION. 1.02 SUBMITTALS: A. SHOP DRAWINGS: SHOP DRAWINGS SHOWING SIZE AND TYPE OF EACH PRODUCT SPECIFIED; INCLUDING QUARRY TILE, PORCELAIN TILE, CERAMIC TILE LAYOUT, SPECIAL DETAILS, SPECIAL INSTALLATION REQUIREMENTS, AND SPECIAL SHAPES. B. SAMPLES: 1. SUBMIT PRODUCT DATA AND MATERIAL SAMPLES FOR EACH TYPE. SUBMIT SAMPLES OF SUFFICIENT SIZE TO INDICATE TRUE RANGE OF COLOR AND TEXTURE. A. ONE (1) FULL SIZE TILE OF EACH CERAMIC / PORCELAIN TILE WITH TWO COATS OF SEALER AS SPECIFIED B. SUBMIT TWO (2) SAMPLES OF ALL GROUT COLORS AS INDICATED ON FINISH PLANS AND FULL RANGE OF MANUFACTURERS STANDARD GROUT COLORS C. PROVIDE GROUTED TILE MOCK-UP(S) DEMONSTRATING SPECIFIED GROUT COLOR(S) AND GROUT WIDTH. IF MORE THAN ONE GROUT CONDITION IS SPECIFIED, MOCK-UP(S) SHOULD DEMONSTRATE EACH CONDITION. COORDINATE WITH ARCHITECT ACTUAL MOCK-UP REQUIREMENTS. 1.03 DELIVERY, STORAGE AND HANDLING: A. DELIVER AND STORE SETTING AND GROUT MATERIALS IN ORIGINAL CONTAINERS WITH SEALS UNBROKEN AND LABELS INTACT. B. FACTORY PACKAGE TILE AND MARBLE TO PROVIDE PROTECTION FROM DAMAGE AND EXPOSURE TO ELEMENTS. 1.04 SITE CONDITIONS: A. MAINTAIN TEMPERATURE OF AREAS TO BE TILED AT 50 DEGREES F MINIMUM AND 95 DEGREES F MAXIMUM DURING TILE WORK AND 7 DAYS AFTER COMPLETION. B. PROVIDE ADEQUATE VENTILATION WHEN USING ADHESIVES. C. PROVIDE LIGHTING DURING INSTALLATION THAT IS SIMILAR TO FINAL LIGHTING IN LOCATION AND INTENSITY. 2.01 PRODUCTS: A. CERAMIC TILE (T): SEE FINISH SCHEDULE FOR SPECIFICATIONS B. PORCELAIN TILE (T): SEE FINISH SCHEDULE FOR SPECIFICATIONS C. QUARRY TILE (T): SEE FINISH SCHEDULE FOR SPECIFICATIONS D. TILE BASE (B): SEE FINISH SCHEDULE FOR SPECIFICATIONS 2.02 ACCESSORY MATERIALS A. THRESHOLDS: FABRICATE TO PROVIDE TRANSITION BETWEEN ADJACENT FLOOR FINISHES. BEVEL EDGES AT 1:2 SLOPE, LIMIT HEIGHT OF BEVEL TO 1/2 INCH (12.7 MM) OR LESS, AND FINISH BEVEL TO MATCH FACE OF THRESHOLD. B. WATERPROOFING AND CRACK-SUPPRESSION MEMBRANES FOR THIN-SET TILE INSTALLATIONS: MANUFACTURER'S STANDARD PRODUCT THAT COMPLIES WITH ANSI A118.10,SELECTED FROM THE FOLLOWING. 1. FABRIC-REINFORCED, FLUID-APPLIED PRODUCT: LIQUID-LATEX RUBBER,WITH A VOC CONTENT OF 65 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR59, SUBPART D (EPA METHOD 24), WITH FABRIC REINFORCEMENT. a. AVAILABLE PRODUCTS: 1. CUSTOM BUILDING PRODUCTS; TROWEL & SEAL WATERPROOFING AND ANTI-FRACTURE MEMBRANE. 2. LATICRETE INTERNATIONAL INC.; LATICRETE 9235 WATERPROOF MEMBRANE. 3. MAPEI CORPORATION; PRP M19. 4. SUMMITVILLE TILES, INC.; S-9000. 2. LATEX-PORTLAND CEMENT PRODUCT: FLEXIBLE MORTAR WITH ACRYLIC-LATEX ADDITIVE. a. AVAILABLE PRODUCTS: 1. BOIARDI PRODUCTS CORPORATION; ELASTIMENT 323. 2. MAPEI CORPORATION; PRP 315. 3. SOUTHERN GROUTS & MORTARS, INC.; SOUTHCRETE 1100. 4. TEC SPECIALTY PRODUCTS INC.; TA-324, TRIPLE FLEX. 2.03 SETTING AND GROUTING MATERIALS A. ORGANIC ADHESIVE: ANSI A136.1, TYPE I. 1. PRODUCTS: a. B-4050 MULTI-PURPOSE ADHESIVE; PROSPEC BONSAL AMERICAN. WWW.PROSPEC.COM b. HYDROMENT 7001 TILE MASTIC; BOSTIK FINDLEY, INC. WWW.BOSTIK-US.COM c. PERMABOND ULTRA 1002; C-CURE. WWW.C-CURE.COM d. DAP® WELDWOOD® MULTI-PURPOSE CERAMIC TILE ADHESIVE; DAP, INC. WWW.DAP.COM e. MASTIK 440; JAMO INC. WWW.JAMOINC.COM f. LATICRETE 15 PREMIUM MULTI-MASTIC ADHESIVE; LATICRETE INTERNATIONAL INC. WWW.LATICRETE.COM g. ULTRAMASTIC ECO; MAPEI CORPORATION. WWW.MAPEI.COM h. MULTI-PURPOSE MASTIC TYPE I; SOUTHERN GROUTS & MORTARS, INC. WWW.SGM.COM i. DOUBLE DUTY™ PREMIUM ADHESIVE FOR CERAMIC TILE; TEC SPECIALTY PRODUCTS INC. WWW.TECSPECIALTY.COM B. ADHESIVE: ANSI 118.3 MORTAR 1. PRODUCTS: a. EPOXY INC; EPOXYEZCLEAN b. CUSTOM BUILDING PRODUCTS; EMB-LITE PREMIUM EPOXY BONDING MORTAR c. LATICRETE SUPERCAP, LLC; SPECTRALOCK PRO d. MAPEI CORPORATION KERAPOXY 2. ADHESIVES SHALL HAVE A VOC CONTENT OF 65 G/L OR LESS. C. POLYMER-MODIFIED TILE GROUT: ANSI A118.7 1. POLYMER TYPE: EITHER ETHYLENE VINYL ACETATE, IN DRY, REDISPERSIBLE FORM, PREPACKAGED WITH OTHER DRY INGREDIENTS, OR ACRYLIC RESIN OR STYRENE-BUTADIENE RUBBER IN LIQUID-LATEX FORM FOR ADDITION TO PREPACKAGED DRY-GROUT MIX. a. UNSANDED GROUT MIXTURE FOR JOINTS 1/8 INCH (3.2 MM) AND NARROWER. b. SANDED GROUT MIXTURE FOR JOINTS 1/8 INCH AND WIDER SECTION 093000 -TILING 3.03 INSTALLATION A. COMPLY WITH PARTS OF ANSI A108 SERIES OF TILE INSTALLATION STANDARDS IN "SPECIFICATIONS OF THE INSTALLATION OF CERAMIC TILE" THAT APPLY TO TYPES OF SETTING AND GROUTING MATERIALS AND TO THE METHODS INDICATED. INSTALLATION METHOD SHALL BE DRY-SET MORTER METHOD CONFORMING TO ANSI A118.1 1. SET, GROUT, CLEAN, PROTECT AND CURE CERAMIC AND QUARRY TILE IN ACCORDANCE WITH APPLICABLE ANSI SPECIFICATION A108 AND TCNA. 2. SET TILE TRUE TO LINE AND DIMENSION. 3. LAY OUT TILE SO NO LESS THAN HALF TILE OCCURS. 4. PROVIDE JOINTS OF UNIFORM WIDTH AND ALIGNMENT IN BOTH DIRECTIONS FOR TILE AND TRIM. 5. CUT AND FIT TILE CAREFULLY AGAINST TRIM AND ACCESSORIES. 6. FIT AROUND PIPES, ELECTRICAL BOXES AND OTHER BUILT-IN FIXTURES SO ESCHUTEONS, PLATES AND COLLARS WILL COMPLETELY OVERLAP CUT EDGES. B. COMPLY WITH TCA'S "HANDBOOK FOR CERAMIC TILE INSTALLATION". C. AT ALL TILE EXPOSED TO DIRECT SUNLIGHT, PROVIDE CONTROL JOINTS AT 12" O.C. MAXIMUM IN EACH DIRECTION. PROVIDE CONTROL JOINTS IN TILE WORK NOT EXPOSED TO DIRECT SUNLIGHT AT 24" O.C. MAXIMUM. PROVIDE CONTROLS JOINTS AT ALL LOCATIONS WHERE TILE WORK ABUTS RESTRAINING SURFACES SUCH AS PERIMETER WALL, DISSIMILAR FLOORS, CURBS, COLUMNS, PIPES AND WHERE CHANGES OCCUR IN BACKING MATERIALS. D. GROUT 1. MIX AND APPLY IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTRUCTIONS. FORCE GROUTS INTO JOINTS COMPLETELY FILLING JOINTS. E. APPLY SEALER TO CERAMIC TILE FLOORING ACCORDING TO SEALER MANUFACTURE'S WRITTEN INSTRUCTIONS. 1. SEAL GROUT FOR ALL BATHROOMS. 3.04 CERAMIC TILE SEALER TO MEET THE FOLLOWING MINIMUM VOC LIMIT REQUIREMENTS: SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE 1113. A. PRIMERS, SEALERS AND UNDERCOATERS -200G/L 3.05 CERAMIC TILE ADHESIVES TO MEET THE FOLLOWING MINIMUM VOC LIMIT REQUIREMENTS: SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE 1168. A. CERAMIC TILE INSTALLATION -65 G/L SECTION 093000 -TILING 1.01 DO NOT INSTALL PANEL CEILING UNTIL BUILDING AREAS ARE ENCLOSED, SUFFICIENT HEAT IS PROVIDED, DUST GENERATING ACTIVITIES HAVE TERMINATED AND OVERHEAD MECHANICAL WORK IS COMPLETED, TESTED AND APPROVED AND SYSTEM IS OPERATIONAL AND BUILDING TEMPERATURE ACCLIMATED. 1.02 PERMIT WET WORK TO DRY PRIOR TO COMMENCEMENT OF INSTALLATION. MAINTAIN UNIFORM TEMPERATURES OF MINIMUM 65 DEGREES F AND HUMIDITY OF 20% TO 40% PRIOR TO, DURING AND AFTER INSTALLATION. 1.03 WARRANTY: 10 YEAR MANUFACTURER'S LIMITED WARRANTY AGAINST SAGGING, WARPING, OR SHRINKING. 2.01 COMPLY WITH ASTM C635, AS APPLICABLE TO TYPE OF SUSPENSION SYSTEM REQUIRED FOR CEILING UNITS INDICATED. COORDINATE WITH OTHER WORK SUPPORTED BY OR PENETRATING THROUGH CEILINGS, INCLUDING LIGHT FIXTURES AND MECHANICAL EQUIPMENT. 2.02 WALL MOLDINGS: SAME MANUFACTURER AS SYSTEM COMPONENTS. COLD-ROLLED STEEL, FINISH TO MATCH SYSTEM COMPONENTS. 2.03 PRODUCTS (ACP): -SEE REFLECTED CEILING PLAN & FINISH SCHEDULE FOR SPECIFICATIONS 2.04 SUBMIT THE FOLLOWING: 1. SUBMIT PRODUCT DATA 3.01 AVOID USE OF LESS THAN HALF WIDTHS AT BORDERS, REFER TO REFLECTED CEILING PLANS FOR LAYOUT OF CEILING AREA, NOTIFY DESIGNER IF SITE CONDITIONS VARY FROM DRAWINGS. 3.02 CONSULT MECHANICAL AND ELECTRICAL DRAWINGS FOR TYPE AND EXTENT OF THEIR WORK BECOMING PART OF OR PENETRATING CEILING. 3.03 INSTALL CEILINGS LEVEL, TRUE, AND PLUMB. INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS, COMPLY WITH GOVERNING REGULATIONS, AND INDUSTRY STANDARDS APPLICABLE TO WORK. INSTALL SUSPENSION SYSTEM TO COMPLY WITH ASTM C636, WITH HANGERS SUPPORTED FROM BUILDING STRUCTURAL MEMBERS. LOCATE HANGERS NEAR EACH END AND SPACED 4'-0" ALONG DIRECT HUNG RUNNERS, UNLESS OTHERWISE INDICATED. 3.04 SECURE WIRE HANGERS BY LOOPING AND WIRE-TYING, EITHER DIRECTLY TO STRUCTURES OR TO INSERTS, EYE-SCREWS OR OTHER DEVICES WHICH ARE SECURE AND APPROPRIATE FOR SUBSTRATE, AND WHICH WILL NOT DETERIORATE OR FAIL WITH AGE OR ELEVATED TEMPERATURES. 3.05 INSTALL EDGE MOLDINGS AT INTERSECTION OF CEILING AND VERTICAL SURFACES, USING MAXIMUM LENGTHS, STRAIGHT, TRUE TO LINE AND LEVEL. MITER CORNERS. PROVIDE EDGE MOLDINGS AT JUNCTIONS WITH OTHER CEILING FINISHES. WHERE BULL NOSE OR CURVED CORNERS OCCUR, PROVIDE PRE-FORMED CLOSERS TO MATCH EDGE MOLDING. 3.06 FIT LAY-IN PANELS IN PLACE, FREE FROM DAMAGED EDGES OR OTHER DEFECTS DETRIMENTAL TO APPEARANCE AND FUNCTION. FIT BORDER UNITS NEATLY AGAINST ABUTTING SURFACES. INSTALL LAY-IN PANELS LEVEL, IN UNIFORM PLANE AND FREE FROM TWIST, WARP AND DENTS. SCRIBE AND CUT UNITS TO FIT ACCURATELY AT PENETRATIONS AND EDGES REQUIRING CUT UNITS. 3.07 INSTALL GRID SYSTEM IN ACCORDANCE WITH ASTM C635. 3.08 INSTALL ACOUSTICAL TILE PER MANUFACTURER'S INSTRUCTIONS. VARIATION FROM FLAT AND LEVEL SURFACE SHALL BE 1/8" IN 10'-0" MAX. 3.09 PROVIDE ATTIC STOCK OF ONE CARTON OF ACOUSTIC TILE PER 10,000 SF. SECTION 095100 -ACOUSTIC CEILINGS 1.01 PROVIDE EXTRA TILE AT THE RATE OF ONE CARTON PER 500 SQUARE FEET, FOR EACH COLOR USED ON THE PROJECT; AND A 10 FOOT MINIMUM SECTION OF RUBBER BASE, PLUS SCRAPS OF SUITABLE SIZE FOR USE IN REPLACEMENT. PROVIDE AN EXTRA TWO LINEAL YARDS OF SHEET VINYL AND SCRAPS OF USABLE SIZE. 1.02 WARRANTY: PROVIDE MANUFACTURER'S STANDARD 5 YEAR WARRANTY. 2.01 PRODUCTS: A. RESILIENT FLOORING (RF) -SEE FINISH SCHEDULE FOR SPECIFICATIONS 2.02 ADHESIVE: MOISTURE RESISTANT TYPE AS RECOMMENDED BY RESILIENT FLOORING MANUFACTURER FOR TYPE OF FLOORING AND TYPE OF SUBSTRATE. 2.03 PRIMERS AND SEALERS: TYPE AS RECOMMENDED BY MANUFACTURER OF FLOOR COVERING/RUBBER BASE FOR CONDITIONS OF INSTALLATION. 2.04 JOINT FILLER AND NEUTRAL CLEANER: TYPE MADE OR RECOMMENDED MY MANUFACTURER OF FLOOR COVERING FOR CONDITIONS ON INSTALLATION. 2.05 SUBMIT THE FOLLOWING: 1. ONE (1) SAMPLE OF EACH SCHEDULED PRODUCT. 3.01 INSTALL MATERIALS IN COMPLIANCE WITH MANUFACTURER'S PRINTED SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. PAINTING SHALL BE SUBSTANTIALLY COMPLETED BEFORE START OF LAYING FLOORING AND PERMANENT MECHANICAL SYSTEM MUST BE IN OPERATION. WHERE DIFFERENT COLORED MATERIALS OCCUR IN ADJOINING ROOMS OR SPACES, MAKE COLOR CHANGE ON A LINE CENTERING UNDER DOOR WHEN CLOSED. TIGHTLY BOND TO SUBSTRATE WITH CONTINUOUS CONTACT THROUGHOUT AREA OF EACH PIECE. 3.02 INSTALL BASE WITH NEATLY MITERED INSIDE CORNERS, AND BACK BEVELED WRAPPED OUTSIDE CORNERS. INSTALL STRAIGHT WITHOUT GLARING BULGES AND GAPS. 3.03 RESILIENT FLOORING AND RESILIENT BASE ADHESIVES TO MEET THE FOLLOWING MINIMUM VOC LIMIT REQUIREMENTS; SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE 1168. A. VCT AND ASPHALT TILE ADHESIVES -50 G/L B. RUBBER FLOOR ADHESIVES -60 G/L C. COVE BASE INSTALLATION -50 G/L 3.04 PROVIDE 5% ATTIC STOCK OF EACH SCHEDULED FINISH. SECTION 096500 -RESILIENT FLOORING 1.01. REFER TO FINISH SCHEDULE FOR PRODUCT SPECIFICATIONS. 1.02 SUBMIT THE FOLLOWING: A. PRODUCT DATA. B. ONE (1) SAMPLE OF EACH PRODUCT INDICATING STYLE, COLOR AND SIZE IN MINIMUM 12" LENGTHS. 2.01 PRODUCTS: A. RESILIENT BASE (B): SEE FINISH SCHEDULE FOR SPECIFICATIONS B. RESILIENT TRANSITION (TS): SEE FINISH SCHEDULE FOR SPECIFICATIONS 2.02 APPLY RESILIENT BASE TO WALLS, COLUMNS, CASEWORK AND OTHER PERMANENT FIXTURES IN ROOMS OR AREAS WHERE BASE IS SCHEDULED. 2.03 INSTALL BASE IN AS LONG OF LENGTHS AS IS PRACTICABLE WITH TIGHT, BUTTED JOINTS, FREE OF GAPS, BUBBLES, AND TEARS. 2.04 TIGHTLY BOND BASE TO BACKING THROUGHOUT THE LENGTH AND HEIGHT OF EACH PIECE WITH CONTINUOUS CONTACT AT HORIZONTAL AND VERTICAL FINISHES. 2.05 WHERE POSSIBLE PROVIDE AND INSTALL PRE-MOLDED CORNERS. INSTALL PRE-MOLDED CORNERS BEFORE INSTALLING STRAIGHT PIECES. 2.06 JOB-FORMED CORNERS: 1. FOR CONTOURED MILLWORK STYLE RESILIENT BASE, REFER TO MANUFACTURER'S RECOMMENDATIONS FOR FORMING MITERED CORNERS. 2. OUTSIDE CORNERS: USE STRAIGHT PIECES OF MAXIMUM LENGTHS POSSIBLE. FORM WITHOUT PRODUCING DISCOLORATION (WHITENING) AT BENDS. SHAVE BACK OF BASE AT POINTS WHERE BENDS OCCUR AND REMOVE STRIPS PERPENDICULAR TO LENGTH OF BASE THAT ARE ONLY DEEP ENOUGH TO PRODUCE A SNUG FIT WITHOUT REMOVING MORE THAN HALF THE WALL BASE THICKNESS. 3. INSIDE CORNERS: USE STRAIGHT PIECES OF MAXIMUM LENGTHS POSSIBLE. FORM BY CUTTING AN INVERTED V-SHAPED NOTCH IN TOE OF WALL BASE AT THE POINT WHERE CORNER IS FORMED. SHAVE BACK OF BASE WHERE NECESSARY TO PRODUCE A SNUG FIT TO SUBSTRATE. 2.07 RESILIENT ACCESSORY INSTALLATION: 1. RESILIENT MOLDING ACCESSORIES: BUTT TO ADJACENT MATERIALS AND TIGHTLY ADHERE TO SUBSTRATES THROUGHOUT LENGTH OF EACH PIECE. INSTALL REDUCER STRIPS AT EDGES OF FLOOR COVERINGS THAT WOULD OTHERWISE BE EXPOSED. 3.01 PROVIDE 5% ATTIC STOCK OF EACH SCHEDULED PRODUCT. SECTION 096513 -RESILIENT WALL BASE AND ACCESSORIES © DLR GroupRevisions -ALL PROJECT COMMUNICATION TO BE SENT TO MARK REED/MONICA BATES, NOT AOR.5/25/2021 3:31:28 PMC:\Revit\_2020\KH Indianapolis Expansion CD's v_20_hgriffo.rvt23-21100-00 5.26.2021 BID/PERMIT SPECIFICATIONS A0.5250 E. 96TH ST. #580INDIANAPOLIS, IN 46240INDIANAPOLIS, INDIANA07/19/21 1.01 GENERAL: COMPLY WITH CRI 104, SECTION6.1, "SITE CONDITIONS; TEMPERATURE AND HUMIDITY." 1.02 ENVIRONMENTAL LIMITATIONS: DO NOT INSTALL CARPET TILE UNTIL WET WORK IN SPACES IS COMPLETE AND DRY, AND AMBIENT TEMPERATURE AND HUMIDITY CONDITIONS ARE MAINTAINED AT THE LEVELS INDICATED FOR PROJECT WHEN OCCUPIED FOR ITS INTENDED USE. 1.03 DO NOT INSTALL CARPET TILE OVER CONCRETE SLABS UNTIL SLABS HAVE CURED AND ARE SUFFICIENTLY DRY TO BOND WITH ADHESIVE AND CONCRETE SLABS HAVE PH RANGE RECOMMENDED BY CARPET TILE MANUFACTURER. 1.04 WHERE DEMOUNTABLE PARTITIONS OR OTHER ITEMS ARE INDICATED FOR INSTALLATION ON TOP OF CARPET TILE, INSTALL CARPET TILE BEFORE INSTALLING THESE ITEMS. 1.05 WARRANTY A. GENERAL WARRANTY: SPECIAL WARRANTY SPECIFIED IN THIS ARTICLE SHALL NOT DEPRIVE OWNER OF OTHER RIGHTS OWNER MAY HAVE UNDER OTHER PROVISIONS OF THE CONTRACT DOCUMENTS AND SHALL BE IN ADDITION TO, AND RUN CONCURRENT WITH, OTHER WARRANTIES MADE BY CONTRACTOR UNDER REQUIREMENTS OF THE CONTRACT DOCUMENTS. B. SPECIAL CARPET TILE WARRANTY: WRITTEN WARRANTY, SIGNED BY CARPET TILE MANUFACTURER AGREEING TO REPLACE CARPET TILE THAT DOES NOT COMPLY WITH REQUIREMENTS OR THAT FAILS WITHIN SPECIFIED WARRANTY PERIOD. WARRANTY DOES NOT INCLUDE DETERIORATION OR FAILURE OF CARPET TILE DUE TO UNUSUAL TRAFFIC, FAILURE OF SUBSTRATE, VANDALISM, OR ABUSE. FAILURES INCLUDE, BUT ARE NOT LIMITED TO, MORE THAN 10 PERCENT LOSS OF FACE FIBER, EDGE RAVELING, SNAGS, RUNS, AND DELAMINATION. 1. WARRANTY PERIOD: 10 YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 1.06 EXTRA MATERIALS A. FURNISH EXTRA MATERIALS DESCRIBED BELOW, BEFORE INSTALLATION BEGINS, THAT MATCH PRODUCTS INSTALLED AND THAT ARE PACKAGED WITH PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED WITH LABELS DESCRIBING CONTENTS. 1. CARPET TILE: FULL-SIZE UNITS EQUAL TO 5 PERCENT OF AMOUNT INSTALLED FOR EACH TYPE INDICATED, BUT NOT LESS THAN 10 SQ. YD. (8.3 SQ.M). 1.07 SUBMIT THE FOLLOWING: 1. SHOP DRAWINGS INDICATING PATTERN TYPE, LOCATION, AND DIRECTION. 2. SHOP DRAWINGS INDICATING TRANSITION DETAILS TO OTHER FLOORING MATERIALS. 2.01 CARPET TILE (CPT): SEE FINISH SCHEDULE FOR SPECIFICATIONS. CARPET AND CARPET ADHESIVE ARE PROVIDED BY TENANT AND INSTALLED BY CONTRACTOR. CONTRACTOR TO PROVIDE CARPET SEAMING DIAGRAM, REQUIRED QUANTITIES INCLUDING WASTE AND ATTIC STOCK AND PROVIDE TO TENANT 2.02 INSTALLATION ACCESSORIES A. TROWELABLE LEVELING AND PATCHING COMPOUNDS: LATEX-MODIFIED, HYDRAULIC-CEMENT-BASED FORMULATION PROVIDED BY OR RECOMMENDED BY CARPET TILE MANUFACTURER. B. ADHESIVES: WATER-RESISTANT, MILDEW-RESISTANT, NONSTAINING TYPE TO SUIT PRODUCTS AND SUBFLOOR CONDITIONS INDICATED, THAT COMPLIES WITH FLAMMABILITY REQUIREMENTS FOR INSTALLED CARPET TILE AND THAT IS RECOMMENDED BY CARPET TILE MANUFACTURER. 3.01 EXAMINATION A. EXAMINE SUBSTRATES, AREAS, AND CONDITIONS FOR COMPLIANCE WITH REQUIREMENTS FOR MAXIMUM MOISTURE CONTENT, ALKALINITY RANGE, INSTALLATION TOLERANCES, AND OTHER CONDITIONS AFFECTING CARPET TILE PERFORMANCE. VERIFY THAT SUBSTRATES AND CONDITIONS ARE SATISFACTORY FOR CARPET TILE INSTALLATION AND COMPLY WITH REQUIREMENTS SPECIFIED. B. CONCRETE SUBFLOORS: VERIFY THAT CONCRETE SLABS COMPLY WITH ASTM F 710 AND THE FOLLOWING: 1. SLAB SUBSTRATES ARE DRY AND FREE OF CURING COMPOUNDS, SEALERS, HARDENERS, AND OTHER MATERIALS THAT MAY INTERFERE WITH ADHESIVE BOND. DETERMINE ADHESION AND DRYNESS CHARACTERISTICS BY PERFORMING BOND AND MOISTURE TESTS RECOMMENDED BY CARPET TILE MANUFACTURER. 2. SUBFLOOR FINISHES COMPLY WITH MANUFACTURER'S REQUIREMENTS FOR RECEIVING CARPET TILE. 3. SUBFLOORS ARE FREE OF CRACKS, RIDGES, DEPRESSIONS, SCALE, AND FOREIGN DEPOSITS. 3.02 PREPARATION A. GENERAL: COMPLY WITH CRI 104, SECTION6.2, "SITE CONDITIONS; FLOOR PREPARATION," AND CARPET TILE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS FOR PREPARING SUBSTRATES INDICATED TO RECEIVE CARPET TILE INSTALLATION. B. USE TROWELABLE LEVELING AND PATCHING COMPOUNDS, ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS, TO FILL CRACKS, HOLES, AND DEPRESSIONS IN SUBSTRATES. C. CONCRETE MOISTURE TEST: PERFORM MOISTURE TESTS ON CONCRETE FLOORS REGARDLESS OF THE AGE OR GRADE LEVEL WITH A MINIMUM OF THREE TESTS FOR THE FIRST 1000 SQUARE FEET. THE TEST SHALL BE CALCIUM CHLORIDE TEST. ONE TEST SHALL BE CONDUCTED FOR EVERY 1000 SQ. FT. OF FLOORING. THE TEST SHALL BE CONDUCTED AROUND THE PERIMETER OF THE ROOM, AT COLUMNS AND WHERE MOISTURE MAY BE EVIDENT. THE MOISTURE EMISSION FROM THE CONCRETE SHALL NOT EXCEED 3.0 LBS. PER 1000 SQ. FT. IN 24 HOURS. FOR THE MOST ACCURATE RESULTS, THE WEIGHT OF THE CALCIUM CHLORIDE DISH SHALL BE MADE ON THE JOB SITE AT THE START AND END OF EACH TEST. A DIAGRAM OF THE AREA SHOWING THE LOCATION AND RESULTS OF EACH TEST SHALL BE SUBMITTED. IF THE TEST RESULTS EXCEED THE LIMITATIONS, THE INSTALLATION SHALL NOT PROCEED UNTIL THE PROBLEM HAS BEEN CORRECTED. D. CONCRETE PH TEST: PERFORM PH TESTS ON CONCRETE FLOORS REGARDLESS OF THE AGE OR GRADE LEVEL. IF THE PH IS GREATER THAN 9, NEUTRALIZE PRIOR TO BEGINNING THE INSTALLATION. 3.03 INSTALLATION A. GENERAL: COMPLY WITH CRI 104, SECTION13, "CARPET MODULES (TILES)." B. INSTALLATION METHOD: AS RECOMMENDED IN WRITING BY CARPET TILE MANUFACTURER. C. CUT AND FIT CARPET TILE TO BUTT TIGHTLY TO VERTICAL SURFACES, PERMANENT FIXTURES, AND BUILT-IN FURNITURE INCLUDING CABINETS, PIPES, OUTLETS, EDGINGS, THRESHOLDS, AND NOSINGS. BIND OR SEAL CUT EDGES AS RECOMMENDED BY CARPET TILE MANUFACTURER. D. EXTEND CARPET TILE INTO TOE SPACES, DOOR REVEALS, CLOSETS, OPEN-BOTTOMED OBSTRUCTIONS, REMOVABLE FLANGES, ALCOVES, AND SIMILAR OPENINGS. E. MAINTAIN REFERENCE MARKERS, HOLES, AND OPENINGS THAT ARE IN PLACE OR MARKED FOR FUTURE CUTTING BY REPEATING ON FINISH FLOORING AS MARKED ON SUBFLOOR. USE NONPERMANENT, NONSTAINING MARKING DEVICE. F. INSTALL PATTERN AS NOTED IN INTERIOR MATERIAL LIST. 3.04 PROVIDE 5% ATTIC STOCK OF EACH SPECIFIED CARPET WHEN PROVIDING TENANT WITH CARPET QUANTITIES SECTION 096813 -CARPET TILE 1.01 WORK INCLUDES SURFACE PREP & PAINTING OF INTERIOR & EXTERIOR SURFACES AS INDICATED ON PLANS. UNLESS OTHERWISE INDICATED PAINTING DOES NOT INCLUDE: PREFINISHED MATERIAL; PLUMBING PIPING; CONCEALED INTERIOR SPACES OR PLENUMS, INTERIOR STRUCTURAL STEEL OTHER THAN EXPOSED STEEL COLUMNS IN FINISHED AREAS. 1.02 PAINT EXPOSED SURFACES, EXCEPT WHERE THE PAINT SCHEDULES INDICATE THAT A SURFACE OR MATERIAL IS NOT TO BE PAINTED OR IS TO REMAIN NATURAL. IF THE PAINT SCHEDULES DO NOT SPECIFICALLY MENTION AN ITEM OR A SURFACE, PAINT THE ITEM OR SURFACE THE SAME AS SIMILAR ADJACENT MATERIALS OR SURFACES WHETHER OR NOT SCHEDULES INDICATE COLORS. IF THE SCHEDULES DO NOT INDICATE COLOR OR FINISH, THE DESIGNER WILL SELECT FROM STANDARD COLORS AND FINISHES AVAILABLE. PAINTING INCLUDES FIELD PAINTING OF EXPOSED BARE AND COVERED PIPES AND DUCTS (INCLUDING COLOR CODING), HANGERS, EXPOSED STEEL AND IRON WORK, AND PRIMED METAL SURFACES OF MECHANICAL & ELECTRICAL EQUIPMENT. DO NOT PAINT PRE-FINISHED ITEMS, CONCEALED SURFACES, FINISHED METAL SURFACES, OPERATING PARTS, & LABELS. 1.03 PREPARATION: PAINT ONLY WHEN PROPER SURFACE PREPARATION HAS BEEN MADE ACCORDING TO MANUFACTURER'S REQUIREMENTS AND WHEN AMBIENT CONDITIONS OF TEMPERATURE AND HUMIDITY ARE WITHIN RECOMMENDED RANGES. 1.04 EXTERIOR PAINTING SHALL NOT BE UNDERTAKEN WHEN AIR OR SURFACE TEMPERATURE IS BELOW 50 DEGREES OR FOLLOWING RAIN, FROST, OR CONDENSATION. 1.05 INTERIOR TEMPERATURE OF 65 DEGREES SHALL BE MAINTAINED DURING APPLICATION AND CURING OF PAINT SURFACES. 1.06 TOPS AND BOTTOMS OF DOORS ARE TO BE FINISHED IN SAME MANNER AS DOOR FACINGS. 1.07 CONFORM TO MANUFACTURER'S REQUIREMENTS FOR APPLICATION OF PAINT FINISHES. MATERIALS SHALL BE APPLIED FREE OF RUNS, SAGS, WRINKLES, STREAKS, SHINERS, HOLIDAYS, AND BRUSH MARKS. 1.08 FORMULATE PRIME COATS WITH COLOR OF FINISH COATS. MINIMUM DRY FILM THICKNESS (MDFT OR DFT): SPECIFIED BY MINIMUM DRY FILM THICKNESS IN MILLIMETERS, PER COAT. WHERE MANUFACTURER'S RECOMMENDATIONS REQUIRE GREATER DRY FILM THICKNESS', OR IF NO MDFT IS SPECIFIED, FOLLOW MANUFACTURER'S RECOMMENDATIONS. SECTION 099100 -PAINTING 1.09 PAINT SYSTEM: TWO OR MORE COATS OF PAINT, GENERALLY CONSISTING OF A PRIME COAT AND ONE OR MORE COATS OF FINISH PAINT. PAINT SYSTEM INCLUDES SURFACE PREPARATION AND REQUIRED PRETREATMENT. REFER TO PAINT SCHEDULE FOR PAINT SYSTEM DESCRIPTIONS BASED ON MATERIAL TO BE PAINTED AND SHEEN INDICATED. A. A. SELECT PRIMER FROM SPECIFIED PRODUCTS FOR SUBSTRATE INVOLVED. FIELD APPLIED PRIMER COAT IS REQUIRED FOR EACH MATERIAL SCHEDULED FOR PAINT UNLESS THE PRIMER WAS SHOP APPLIED. B. TOUCH UP OF DAMAGED SHOP APPLIED PRIMERS IS A REQUIREMENT OF THIS SECTION. C. TWO TOPCOATS ARE REQUIRED FOR EACH PAINT SYSTEM UNLESS OTHERWISE INDICATED. D. INTERIOR FINISHING REQUIRED: 1. WOOD: SATIN FINISH ALKYD SATIN IMPERVO ENAMEL OVER ALKYD OR LATEX PRIME COAT. 2. WOOD STAIN/CLEAR FINISH: ALKYD PENETRATING STAIN WITH ONE COAT SANDING SEALER WITH TWO COATS SATIN FINISH. 3. PLASTER/DRYWALL: ONE COAT LATEX PRIMER, TWO COATS VINYL ACRYLIC LATEX. 4. MASONRY: FLAT FINISH, TWO COATS FLAT LATEX OVER ONE COAT BLOCK FILLER; SEMI GLOSS FINISH, TWO COATS SEMI GLOSS LATEX OVER BLOCK FILLER. 5. EPOXY: TWO COATS WATERBORNE ACRYLIC EPOXY ENAMEL OVER APPROPRIATE SUBSTRATE PRIMER. 6. FERROUS METAL: TWO COATS SATIN FINISH ALKYD OVER ONE COAT RUST INHIBITIVE LATEX PRIMER. 2.01 PAINT MATERIALS (P): SEE FINISH SCHEDULE FOR COLOR AND MATERIAL DESIGNATIONS. 2.02 PRE-WALL COVERING PRIMER: ROMAN PRO-977 ULTRA PRIME PRIMER/SEALER, ZINSSER; SHIELDZ UNIVERSAL PRE-WALL COVERING PRIMER OR AS REQUIRED BY WALL COVERING MANUFACTURER. 2.03 SUBMIT THE FOLLOWING: 1. ONE (1) 8" X 10" SAMPLES OF EACH SCHEDULED FINISH / COLOR ON SCHEDULED SUBSTRATE (PROVIDE 1/4" THICK SUBSTRATE FOR SAMPLES OF PAINT ON GYPSUM BOARD). 3.01 ITEMS AND SURFACES NOT TO BE PAINTED: A. FURRED SPACES, INTERIOR OF VERTICAL SHAFTS, OR SPACES ABOVE SUSPENDED CEILINGS, INCLUDING ITEMS WITHIN THESE SPACES. B. WALL, CEILING OR FLOOR SURFACES OF ROOMS NOT SCHEDULED ON THE ROOM FINISH SCHEDULE FOR FINISHING. C. ITEMS OCCURRING ON/IN WALL, CEILING OR FLOOR SURFACES NOT SCHEDULED ON THE ROOM FINISH SCHEDULE FOR FINISHING EXCEPT THE FOLLOWING: 1. UNPRIMED OR SHOP PRIMED STEEL OR GALVANIZED STEEL DOORS & FRAMES (PAINT AS SPECIFIED FOR THESE ITEMS IN THE INTERIOR PAINTING SCHEDULE). 2. UNPRIMED OR SHOP PRIMED STEEL OR GALVANIZED STEEL RAILINGS, LADDERS AND STAIRS (PAINT AS SPECIFIED FOR THESE ITEMS IN THE INTERIOR PAINTING SCHEDULE). 3. STEEL DOORS AND FRAMES (PAINT AS SPECIFIED FOR STEEL). 4. STEEL HANDRAILS (PAINT AS SPECIFIED FOR STEEL). 5. OTHER EXPOSED BARE OR PRIME PAINTED STEEL, GALVANIZED STEEL, UNFINISHED ALUMINUM, INCLUDING FASTENERS/ANCHORS (PAINT AS SPECIFIED FOR METALS OF TYPE INVOLVED). D. NEW MATERIALS WHICH HAVE BEEN FURNISHED WITH A FACTORY APPLIED DECORATIVE FINISH. E. SPRINKLER HEADS 3.02 UNLESS EXCLUDED UNDER THE ITEMS AND SURFACES NOT TO BE PAINTED PARAGRAPH, PAINT NEW SURFACES AS FOLLOWS: A. GIVE NEW SURFACES AND ITEMS ONE COAT OF PRIMER AND TWO COATS OF TOPCOAT, (UNLESS INDICATED OTHERWISE) USING APPROPRIATE PAINT SYSTEM FOR SUBSTRATE INVOLVED AND USING TOPCOAT OF TYPE SCHEDULED. B. WHERE FIELD APPLIED PRIME COATS ARE SCHEDULED, THEY MAY BE OMITTED FOR SHOP PRIMED ITEMS. TOUCH UP DAMAGED AREAS WITH SCHEDULED COMPATABLE PRIMERS. C. SPOT PRIME PATCHED AND DAMAGED FINISHES OF EXISTING SURFACES AND ITEMS (UNLESS TOPCOAT MANUFACTURER REQUIRES COMPLETE PRIMING) USING APPROPRIATE PRIMER SPECIFIED FOR SUBSTRATE INVOLVED, FOLLOWED BY TWO TOPCOATS USING TYPE OF TOPCOAT MATCHING EXISTING IN SHEEN AND COLOR (UNLESS OTHERWISE NOTED), AND EXTENDING OVER THE ENTIRE SURFACE TO THE NEAREST BREAK IN THE SURFACE. D. INTERIOR EXPOSED STRUCTURE OVERHEAD INCLUDING EXPOSED MECHANICAL AND ELECTRICAL WORK OVERHEAD IN THESE SPACES. E. CONCEALED SPRINKLER HEAD CAPS TO MATCH CEILING FINISH SURFACE IF HEADS RESIDE IN NON- CEILING WHITE AREAS. FACTORY PAINTED CAPS TO MATCH SPECIFIED COLOR. SEE FINISH SCHEDULE FOR COLOR PAINT SPECIFICATION. 3.03 PROTECT FINISHES OF OTHER TRADES OR SURFACES. CLEAN UP SPILLS, OVER SPRAY, & OTHER IMPERFECTIONS IMMEDIATELY. PROPERLY DISPOSE OF UNUSED MATERIALS & CONTAINERS IN ACCORDANCE WITH APPLICABLE RULES & REGULATIONS. FOLLOW PROPER VENTILATION REQUIREMENTS & ADHERE TO SAFETY DATA SHEET REQUIREMENTS. 3.04 FURNISH MAINTENANCE STOCK EQUAL TO 5 GALLONS OF PRIME INTERIOR FIELD COLOR AND ONE GALLON CONTAINERS OF OTHER PAINT FINISHES WITH MIX FORMULAS CLEARLY MARKED ON THE CONTAINERS. 3.05 ALL PAINTS TO MEET THE FOLLOWING MINIMUM VOC LIMIT REQUIREMENTS; TOPCOAT PAINTS -GREEN SEAL STANDARD GS-11. A. NON-FLAT -150 G/L B. FLAT -50 G/L 3.06 ALL ANTI-CORROSIVE AND ANTI-RUST PAINTS TO MEET THE FOLLOWING MINIMUM VOC LIMIT REQUIREMENTS; GREEN SEAL STANDARD GS-03. A. GLOSS -50 G/L B. SEMI-GLOSS -250 G/L C. FLAT -250 G/L 3.07 ALL OTHER ARCHITECTURAL COATINGS, PRIMERS AND UNDERCOATS TO MEET THE FOLLOWING MINIMUM VOC LIMIT REQUIREMENTS; SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE 1113 A. FLOOR COATINGS -100 G/L B. PRIMERS, SEALERS AND UNDERCOATERS -200 G/L C. RUST PREVENTATIVE COATINGS -400 G/L D. SPECIALTY PRIMERS -350 G/L E. STAINS -250 G/L K. VERIFY ATTIC STOCK REQUIRED WITH OWNER. PROVIDE MINIMUM ONE (1) GALLON, FOR FIELD PAINTS AND MINIMUM (1) QUART FOR ACCENT PAINTS AS SPECIFIED. 1.01 SUBMITTALS: SUBMIT MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS FOR EACH TYPE OF PRODUCT SPECIFIED. FOR FIRE EXTINGUISHER CABINETS INCLUDE ROUGH-IN DIMENSIONS, DETAILS SHOWN MOUNTING METHODS, RELATIONSHIPS OF BOX AND TRIM TO SURROUNDING CONSTRUCTION, DOOR HARDWARE, CABINET TYPE AND MATERIALS, TRIM STYLE, DOOR CONSTRUCTION, PANEL TYPE, AND MATERIALS. 1.02 REFER TO ARCHITECTURAL FLOOR PLAN FOR LOCATIONS.ALL LOCATIONS AND QUANTITIES AS PER NFPA AND LOCAL CODES AND ORDINANCES. 1.03 FIRE EXTINGUISHER CABINET (FEC): SEE FINISH & EQUIPMENT SCHEDULE FOR SPECIFICATIONS 2.01 PRODUCTS: A. FIRE EXTINGUISHER CABINETS TO BE EQUAL TO LARSEN'S MANUFACTURING CO. ARCHITECTURAL SERIES OR EQUAL. ACCEPTABLE ALTERNATIVES JL INDUSTRIES "AMBASSADOR" MODEL 1015, OR POTTER-ROEMER 1700 SERIES. 1. FEC-01 : PRIMED CABINET PAINTED IN FIELD 2. FEC-02 : STAINLESS STEEL CABINET 2.02 FIRE EXTINGUISHERS TO BE LARSEN'S MANUFACTURING CO. MODEL #MP10. 2.03 FURNISH MULTIPURPOSE DRY CHEMICAL FIRE EXTINGUISHERS BEARING UL RATING 2A:1DBC. 3.01 INSTALL MATERIALS WHERE INDICATED, IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. 3.03 CLEAN INSIDE AND OUTSIDE OF FIRE EXTINGUISHER CABINETS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SECTION 104400 -FIRE PROTECTION SPECIALTIES 1.01 SUBMITTALS: SUBMIT MANUFACTURER’S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS FOR TENANT PROVIDED AED CABINETS INCLUDE ROUGH-IN DIMENSIONS, DETAILS SHOWN, MOUNTING METHODS, RELATIONSHIPS OF BOX AND TRIM TO SURROUNDING CONSTRUCTION, DOOR HARDWARE, CABINET TYPE AND MATERIALS, TRIM STYLE, DOOR CONSTRUCTION, PANEL TYPE, AND MATERIALS. 1.02 REFER TO ARCHITECTURAL FLOOR PLAN FOR LOCATIONS. 1.03 AUTOMATED EXTERNAL DEFIRBILLATOR (AED) TO BE LIFEPAK® CR2 DEFIBRILLATOR WITH LIFELINKCENTRAL™ AED PROGRAM MANAGER. 1.04 MOUNT WHERE INDICATED, IN ACCORDANCE WITH THE MANUFACTURER’S PRINTED INSTRUCTIONS AND ADA RECOMMENDATIONS SECTION 104401 -AUTOMATED EXTERNAL DEFIRBILLATOR (AED) A. ALL ELECTRICAL, DATA, AND SWITCH DEVICES AND COVERS TO BE WHITE, UNLESS NOTED OTHERWISE AS SUPPLIED BY THE MANUFACTURER. DEDICATED OUTLET DEVICES ARE TO BE ORANGE WITH COVERS TO MATCH ALL OTHER COVERS. DEVICE/COVER STYLE TO BE "DECORA" SCREWLESS. 1. AT ALL WOOD SURFACES, DEVICES AND COVERPLATES TO BE BROWN. 2. AT ALL TILE/GLASS SURFACES, DEVICES AND COVERPLATES TO BE BRUSHED STAINLESS STEEL. B. ALL ADJACENT SWITCHES SHALL BE CONSTRUCTED IN A SINGLE MULTI-GANG SWITCH BOX. C. FURNITURE WHIPS ARE SHOWN IN APPROXIMATE LOCATIONS, REFER TO FURNITURE INSTALLATION PLANS FROM FURNITURE DEALER AND COORDINATE EXACT LOCATION IN FIELD. D. ALL ADJACENT ELECTRICAL / DATA DEVICES SHALL BE INSTALLED HORIZONTALLY CENTERED AND LEVEL WITH EACH OTHER. SECTION 26 00 00 -ELECTRICAL © DLR GroupRevisions -ALL PROJECT COMMUNICATION TO BE SENT TO MARK REED/MONICA BATES, NOT AOR.5/25/2021 3:31:29 PMC:\Revit\_2020\KH Indianapolis Expansion CD's v_20_hgriffo.rvt23-21100-00 5.26.2021 BID/PERMIT SPECIFICATIONS A0.6250 E. 96TH ST. #580INDIANAPOLIS, IN 46240INDIANAPOLIS, INDIANA07/19/21 © DLR GroupRevisions -ALL PROJECT COMMUNICATION TO BE SENT TO MARK REED/MONICA BATES, NOT AOR.5/25/2021 3:31:29 PMC:\Revit\_2020\KH Indianapolis Expansion CD's v_20_hgriffo.rvt23-21100-00 5.26.2021 BID/PERMIT GENERAL NOTES A0.61250 E. 96TH ST. #580INDIANAPOLIS, IN 46240INDIANAPOLIS, INDIANA1. ALL WORK SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL BUILDING, PLUMBING, MECHANICAL, ELECTRICAL, & ENERGY CODES. SEE DRAWING INDEX SHEET FOR APPLICABLE CODES AND ANY OTHER LOCAL GOVERNING AGENCIES. 2. THE EXISTING FACILITIES INCLUDING, BUT NOT LIMITED TO SANITARY FACILITIES, DRINKING FOUNTAINS, AND ELEVATORS ON ALL FLOORS, COMPLY WITH ACCESSIBILITY REQUIREMENTS. 3. THE EXISTING PATH OF TRAVEL FROM THE DESIGNATED HANDICAP PARKING SPACES AND THE PUBLIC SIDEWALK PROVIDES A FREE AND UNOBSTRUCTED PASSAGE FOR ACCESS TO AND EGRESS FROM THE AREA OF WORK. NO NEW WORK TO EXISTING PARKING GARAGE/STRUCTURE IS INCLUDED IN THIS SCOPE OF WORK 5. LIGHT AND CONTROL SWITCHES SHALL BE MOUNTED NOT MORE THAN 4'-0" ABOVE THE FLOOR OR WORKING PLATFORM OR PER CURRENT ACCESSIBILITY REQUIREMENTS. 6. FLOORS OR LANDINGS LOCATED AT A DOORWAY SHALL BE NOT MORE THAN 1/2" LOWER THAN THE TOP OF THE THRESHOLD, WHICH SHALL HAVE A 1/4" MAXIMUM VERTICAL EDGE AND A CHANGE IN LEVEL NOT GREATER THAN 1:2. 7. A CLEAR AND LEVEL AREA SHALL BE PROVIDED ON EACH SIDE OF EXIT DOORS WITH A LENGTH OF AT LEAST 60" IN THE DIRECTION OF THE DOOR SWING AND AT LEAST 48" IN THE OPPOSITE DIRECTION, MEASURED AT RIGHT ANGLES THE DOOR IN ITS CLOSED POSITION. CONTRACTOR TO ADVISE DLR GROUP OF ANY CONDITION NOT MEETING THESE REQUIREMENTS PRIOR TO CONSTRUCTION. BUILDING DEPARTMENT NOTES 1. PROVIDE FIRE-RESISTANT RATED CONSTRUCTION AS REQUIRED. COMPLY WITH LOCAL CODE REQS. 2. FIRE-RESISTANT-RATED CONSTRUCTION SHALL COMPLY WITH LOCAL CODE REQUIREMENTS. 3. THROUGH PENETRATIONS AND MEMBRANE PENETRATIONS OF HORIZONTAL ASSEMBLIES AND FIRE- RESISTANCE-RATED WALL ASSEMBLIES TO COMPLY WITH LOCAL CODE REQUIREMENTS. 4. OPENING ASSEMBLIES INTO FIRE-RESISTANT-RATED CONSTRUCTION TO COMPLY WITH LOCAL CODE REQS. PROVIDE THE REQUIRED FIRE RESISTANCE RATING TO DOOR, AND WINDOW ASSEMBLIES, OPENING INTO FIRE RATED WALLS. 5. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE AND AT LEAST (1) PER 3,000 SF, TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR AND ANY ADDITIONAL FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR. FIRE EXTINGUISHERS SHALL ALSO BE PROVIDED DURING CONSTRUCTION. 6. EXTEND AND MODIFY SPRINKLER & LIFE-SAFETY SYSTEMS AS REQUIRED BY CONSTRUCTION. CONTRACTOR SHALL SUBMIT PLANS FOR APPROVAL AND SEPARATE PERMIT DIRECTLY TO THE DEPARTMENT OF BUILDING AND SAFETY, PRIOR TO INSTALLATION. 7. THE PATH OF TRAVEL TO AND WITHIN EXITS IN THIS TENANT SPACE SHALL BE IDENTIFIED BY EXIT SIGNS CONFORMING TO THE REQUIREMENTS OF LOCAL CODE. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH. 8. EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. NO POINT SHALL BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN. PROVIDE AS REQUIRED. ADVISE DLR GROUP OF ADDITIONAL EXIT SIGNS. EXIT SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND THE LIGHT SOURCE SHALL BE ENERGIZED FROM SEPARATE CIRCUITS. ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES WIRING SYSTEMS. IN THE EVENT OF THIS SYSTEM'S FAILURE, ILLUMINATION SHALL BE AUTOMATICALLY PROVIDED FROM AN EMERGENCY SYSTEM. EMERGENCY LIGHTING SHALL GIVE A VALUE OF FIVE FOOTCANDLES PER THE LOCAL CODE. WHENEVER THE BUILDING IS OCCUPIED, EXIT SIGNS SHALL BE LIT SO THAT THEY ARE CLEARLY VISIBLE. 9. WHERE EXTERNALLY ILLUMINATED EXIT SIGNS ARE PROVIDED, SIGNAGE AND ILLUMINATION SHALL COMPLY WITH THE LOCAL CODE. 10. ALL INTERIOR FINISHES SHALL CONFORM WITH THE LOCAL CODE REQUIREMENTS. 11. INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH THE LOCAL CODE REQUIREMENTS. 12. ACOUSTICAL CEILING SYSTEMS THAT ARE PART OF FIRE-RESISTANCE-RATED CONSTRUCTION SHALL COMPLY WITH THE LOCAL CODE REQUIREMENTS. 13. EXITS, EXIT LIGHTS, FIRE ALARM STATIONS, HOSE CABINETS AND EXTINGUISHER LOCATIONS SHALL NOT BE CONCEALED. 14. EXISTING EXIT PATH LIGHTING OF ONE FOOTCANDLE SHALL BE PROVIDED AT STAIRWAY, HALLWAY, EXIT PASSAGEWAY, AND EGRESS TO A PUBLIC WAY WHENEVER THE BUILDING IS OCCUPIED PER LOCAL CODE. 15. FIRE AND/OR SMOKE DAMPER ASSEMBLIES, INCLUDING SLEEVES, AND INSTALLATION PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION. 16. MINIMUM EXIT CORRIDOR WIDTH SHALL BE PER LOCAL CODE REQUIREMENTS. 17. ALL CONTROLLED ACCESS DEVICES (I.E. CARD READER) AND DOOR HARDWARE SHALL BE AN APPROVED COMPONENT OF THE LIFE-SAFETY SYSTEM EGRESS. 18. ALL DOORS IN THE MEANS OF EGRESS SHALL COMPLY WITH THE LOCAL CODE REQUIREMENTS. 19. SHAFT ENCLOSURES SHALL COMPLY WITH THE LOCAL CODE REQUIREMENTS. 20. DOORS SHALL BE 3'-0" IN WIDTH MINIMUM, AND 7'-0" IN HEIGHT, MINIMUM. 21. ALL DOORS IN THE MEANS OF EGRESS SHALL COMPLY WITH THE LOCAL CODE REQUIREMENTS. 22. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE, OR A GROUP "H" OCCUPANCY PER THE LOCAL CODE REQUIREMENTS. 23. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, OR SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE PER THE LOCAL CODE REQUIREMENTS. 24. KEY-LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT WHEN THE MAIN EXIT CONSISTS OF A SINGLE DOOR OR PAIR OF DOORS IF THERE IS A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS". 25. DOORS AND FRAMES OF FIRE ASSEMBLIES ARE TO HAVE PERMANENTLY AFFIXED LABELS FOR THE FIRE RATING. 26. SPRINKLERS: THE CONTRACTOR SHALL SUBMIT THE SPRINKLER LAYOUT (INDICATING LOCATIONS AND TYPE OF ALL SPRINKLER HEADS) TO DLR GROUP, FOR REVIEW, BEFORE BUILDING DEPARTMENT SUBMITTAL OR FABRICATION OF PIPING. SPRINKLER LAYOUT DRAWINGS SHALL BE SUBMITTED IN THE FORM OF A REFLECTED CEILING PLAN, INDICATING OTHER PERTINENT ITEMS TO BE INSTALLED IN THE CEILING (I.E., LIGHT FIXTURES, SPEAKERS, H.V.A.C. DIFFUSERS, EXIT SIGNS, ETC.). ALL SPRINKLER HEADS IN GYPSUM BOARD CEILINGS, SOFFITS, ETC., SHALL BE A FULLY CONCEALED TYPE U.O.N. WITH COVERPLATE TO MATCH FINISH ON ADJACENT GYPSUM BOARD CEILING. ALL CONFLICTS SHALL BE INDICATED ON THE SUBMITTED SHOP DRAWINGS. 27. THE FIRE PROTECTION WORK SHALL BE PERFORMED ON A DESIGN-BUILD BASIS. THE DESIGN-BUILD FIRE PROTECTION CONTRACTOR SHALL FURNISH AND INSTALL ALL MODIFICATIONS TO THE EXISTING FIRE SPRINKLER SYSTEM TO MEET ALL APPLICABLE LOCAL AND STATE CODE REQUIREMENTS. SPRINKLER HEADS SHALL BE DROPPED INTO ALL SUSPENDED CEILING AREAS. UPGRADE OF EXISTING SYSTEM SHALL CONFORM WITH EXISTING/PROPOSED BUILDING OCCUPANCY CLASSIFICATION. 28. THE FIRE EXTINGUISHERS WILL BE INSTALLED PER LOCAL AND STATE FIRE CODES. 29. ANY COMMON AREAS OUTSIDE TENANT SCOPE OF WORK FOUND TO BE DEFICIENT SHALL BE BROUGHT UP TO CODE BY LANDLORD, AT NO COST TO TENANT. FIRE DEPARTMENT NOTES 1. CONTRACTOR TO VERIFY AT BID TIME IF EXISTING PIPES, HVAC OR ANY OTHER ITEM NEEDS TO BE RELOCATED TO ACCOMMODATE THE PROPOSED DESIGN. IF SO, THESE RELOCATIONS SHOULD BE IDENTIFIED IN THE BID TO BE ACCEPTED OR REJECTED BY ARCHITECT. CHANGE ORDERS FOR THESE KINDS OF RELOCATIONS AT ACCESSIBLE CEILINGS WILL NOT BE ACCEPTED DURING CONSTRUCTION. 2. BY ENTERING INTO AN AGREEMENT WITH THE CLIENT, THE CONTRACTOR REPRESENTS THAT HE HAS VISITED THE JOB SITE, FAMILIARIZED HIMSELF WITH EXISTING CONDITIONS, AND NOTED IN WRITING AND PROVIDED TO DLR GROUP/OWNER ANY DISCREPENCIES WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. EXISTING CONDITION NOTES 1. ALL EXISTING WATER PIPES TO BE WRAPPED PER STATE AND LOCAL CODES. ALL EXISTING PIPE INSTALLATION TO BE REMOVED & REPLACED, U.O.N. NEW INSTALLMENT TO INCLUDE FINISHED QUALITY TAPED JOINTS & ELBOWS WITH IDENTIFICATION SIGNS MTD. ON THE TOP SIDE OF THE PIPE. DLR GROUP TO APPROVE SAMPLE BEFORE THE COMMENCEMENT OF THE ENTIRE SCOPE OF WORK. 2. ALL EXISTING PLUMBING BEING ABANDONED SHALL BE CAPPED AS PER STATE AND LOCAL CODES BEHIND EXISTING FINISHED SURFACES. 3. THE PLUMBING CONTRACTOR SHALL NEVER LOCATE WATER LINES ABOVE A SUITE'S I.T./SERVER ROOM(S). THE PLUMBING CONTRACTOR SHALL REMOVE AND/OR RELOCATE ALL WATER LINES ABOVE THE SUITE'S I.T./SERVER ROOM(S) AND PROVIDE WATER DETECTION ALARMS AND PANS BELOW ANY WATER LINES THAT CANNOT BE RELOCATED. 4. THE PLUMBING CONTRACTOR SHALL SUBMIT CUT SHEETS OF ALL NEW FIXTURES, FITTINGS, AND ACCESSORIES TO DLR GROUP FOR REVIEW. 5. THE PLUMBING CONTRACTOR SHALL COORDINATE AND INSTALL HIS WORK IN ACCORDANCE WITH MANUFACTURERS' SPECIFICATIONS. 6. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL VALVES AS REQUIRED FOR THE PROPER CONTROL OF THE PIPING AND APPARATUS INSTALLED AS PART OF THIS PROJECT SO THAT ANY FIXTURE OR LINE MAY BE CUT OFF AND REPAIRED WITHOUT INTERFERENCE OR INTERRUPTION OF SERVICE TO THE REMAINDER OF THE BUILDING. 7. BEFORE COVERED UP OR BUILT-IN, ALL PIPING SHALL BE TESTED AND INSPECTED AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. 8. CONTRACTOR SHALL PROVIDE & COORDINATE LOCATION OF FLOOR DRAINS AT RESTROOMS, SHOWER ROOMS, JANITOR CLOSETS. PLACE DRAIN @ ℄OF FLOORING TILE. PLUMBING NOTES 1. CONTRACTOR SHOULD NOT SCALE DRAWINGS, ALL NOTED DIMENSIONS GOVERN. LARGE SCALE DETAILS GOVERN OVER SMALLER SCALE DETAILS. 2. ALL REQUIRED PERMITS AND LICENSES SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR. 3. AT THE TIME OF BID SUBMITTAL, THE CONTRACTOR SHALL ADVISE DLR GROUP, IN WRITING, OF ANY SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE OR WILL CAUSE A DELAY TO THE COMPLETION OF CONSTRUCTION. 4. IMMEDIATELY AFTER BEING AWARDED THE CONTRACT, THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE WHICH SHALL BE CONTINUOUSLY UPDATED AND POSTED ON THE JOB SITE AT ALL TIMES. 5. THE CONTRACTOR SHALL VERIFY THE REQUIRED LOCATIONS AND INCLUDE IN BASE BID ALL RELATED COSTS FOR ALL NECESSARY FRAMELESS ACCESS PANELS (IN PARTITIONS, FLOORS OR CEILINGS). THE CONTRACTOR SHALL COORDINATE WITH DLR GROUP BEFORE INSTALLATION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY UTILITIES (POWER, LIGHTING, WATER AND RESTROOM FACILITIES) TO THE JOB SITE FOR USE BY ALL CONSTRUCTION TRADES, INCLUDING THOSE NOT A SUBCONTRACTOR TO THE GENERAL CONTRACTOR. CONTRACTOR TO PROVIDE PROTECTION AS REQUIRED. ANY DAMAGE TO THESE FACILITIES SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 7. ALL CONTRACTORS SHALL CONTACT BUILDING MANAGEMENT TO DETERMINE THE BUILDING OWNER'S RULES FOR CONSTRUCTION, DELIVERIES, CONSTRUCTION TASKS TO BE PERFORMED OUTSIDE REGULAR BUSINESS HOURS ONLY, AND ANY OTHER SPECIAL BUILDING REQUIREMENTS WHICH WILL AFFECT THE WORK. IF OVERTIME WORK IS REQUIRED BY ANY TRADE, APPROVAL (INCLUDING COST APPROVAL) MUST BE OBTAINED PRIOR TO THE EXECUTION OF ANY WORK. THE GENERAL INTENT IS THAT ALL WORK EXCEPT FOR NOISE-GENERATING CONSTRUCTION SHALL BE PERFORMED ON REGULAR TIME. 8. THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON SITE DURING ALL CONSTRUCTION PHASES FOR THE USE OF ALL TRADES. THE CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS RECEIVE COMPLETE SETS OF CONSTRUCTION DRAWINGS, AT ALL TIMES DURING THE PROGRESS OF THE JOB (I.E. REVISIONS) ON A TIMELY BASIS, OR ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK WHEN COMPLETE SETS ARE NOT AVAILABLE TO SUBCONTRACTORS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN CONFORMANCE WITH ANY CODE OR CODES OF FEDERAL, STATE, COUNTY OR MUNICIPALITY HAVING JURISDICTION OVER SUCH WORK. ALL APPLICABLE REQUIREMENTS IN THESE REGULATIONS SHALL BE FOLLOWED THE SAME AS IF NOTED ON THE DRAWINGS. CONFLICTS BETWEEN WORK SET FORTH ON THE DRAWINGS AND BUILDING CODES, LAWS OR REGULATIONS NOTED BY THE GENERAL CONTRACTOR SHALL BE SUBMITTED TO DLR GROUP FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. 10. THE CONTRACTOR SHALL, AT ALL TIMES, KEEP PREMISES FREE FROM ALL ACCUMULATION OF DEBRIS CAUSED BY HIS OPERATIONS. AT THE COMPLETION OF THE WORK, SHALL CLEAN ALL GLASS AND WOOD SURFACES AND LEAVE THE WORK "BROOM CLEAN." SHALL ALSO CLEAN ALL LIGHT FIXTURES. 11. THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND OTHER ITEMS NECESSARY FOR THE COMPLETION OF ALL WORK SHOWN, CALLED FOR, OR REASONABLY IMPLIED BY THE CONTRACT DOCUMENTS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 12. WHERE WORK OR EQUIPMENT IS INDICATED AS N.I.C., SUCH WORK AND/OR EQUIPMENT SHALL BE PROVIDED BY OTHERS. CONTRACTOR SHALL COORDINATE AND COOPERATE TO EFFECT SUCH INSTALLATION. 13. ALL REQUESTS FOR CLARIFICATION OF THESE DRAWINGS SHALL BE DIRECTED TO DLR GROUP CONFLICTS ARISING BETWEEN DETAILS AND/OR PLANS SHALL BE BROUGHT TO THE ATTENTION OF DLR GROUP FOR CLARIFICATION IN WRITING BY THE CONTRACTOR BEFORE PROCEEDING WITH THE WORK. 14. ALL WORK ON DRAWINGS SHALL BE PERFORMED IN CONFORMANCE WITH REQUIREMENTS OF THE LEASE WORK LETTER AND BUILDING STANDARD SPECIFICATIONS, U.O.N. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ACQUAINT HIMSELF WITH ALL SUCH SPECIFICATIONS AND REGULATIONS WHETHER OR NOT LISTED ON DRAWINGS AND/OR INCLUDED HEREIN. 15. NO EXTRA WORK OR CHARGE SHALL BE MADE UNLESS A WRITTEN COUNTERSIGNED ORDER FROM THE OWNER, SIGNED OR COUNTERSIGNED BY DLR GROUP, OR A WRITTEN ORDER FROM DLR GROUP, IS OBTAINED. THIS ORDER SHALL STATE THAT THE TENANT HAS AUTHORIZED THE EXTRA WORK OR CHARGE, AND NO CLAIM FOR ANY ADDITIONAL SUM SHALL BE VALID UNLESS SO OFFERED AND PRESENTED AS DESCRIBED ABOVE. 16. GENERAL CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND VERIFYING DEMOLITION PLANS IN RELATION TO STRUCTURAL AND/OR CONSTRUCTION DRAWINGS. DLR GROUP IS TO BE NOTIFIED OF ANY CONFLICTS, DISCREPANCIES OR PROBLEMS. 17. GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL MENTIONED EQUIPMENT FOR THE PANTRIES AS REQUIRED U.O.N. VERIFY WITH DLR GROUP 18. GENERAL CONTRACTOR WILL BE HELD FULLY RESPONSIBLE FOR ALL COORDINATION OF SCOPE OF WORK BETWEEN ARCHITECTURAL & ENGINEERING DWGS. THE MOST COSTLY SCOPE OF WORK WILL BE ASSUMED @ NON-COORDINATED ISSUES. GENERAL CONTRACTOR TO COORDINATE WITH DLR GROUP TO RESOLVE CONFLICTS PRIOR TO THE COMMENCEMENT OF THE WORK. 19. THE BUILDING VENTILATION SYSTEM MAY UTILIZE THE ABOVE CEILING AREA AS A RETURN AIR PLENUM. ALL WALL TYPES MUST ALLOW UNOBSTRUCTED AIR RETURN THROUGH THE PLENUM. CONTRACTOR SHALL CONFIRM IF SMOKE / FIRE DAMPERS WILL BE REQUIRED AT FIRE RATED WALLS AND IF TRANSFER DUCTS ARE SUFFICIENT AT NON-FIRE RATED WALLS. 20. UNLESS COMMON AREA IS EXCLUDED FROM THE SCOPE OF WORK, CONTRACTOR IS RESPONSIBLE TO PROVIDE ELEVATOR LOBBY & EQUIPMENT AS REQUIRED TO BE CODE COMPLIANT. CONTRACTOR TO PROVIDE NEW HANDICAP SIGNAGE AT ALL ELEVATOR CAB LOCATIONS INSIDE AND OUT IN THE IMMEDIATE AREA AROUND THE SYSTEM IF REQUIRED BY PROJECT. 21. CONTRACTOR TO PROVIDE SIGNS: "WARNING ALARMED DOOR" AT ALL FIRE EXIT DOORS IN STAIR SHAFTS IF REQUIRED BY PROJECT. 22. CONTRACTOR TO RECESS ELEVATOR SILLS (TYPICAL) IN CONCRETE SLAB AS REQUIRED TO OBTAIN CONTINUOUS FLOOR SURFACE IF REQUIRED BY PROJECT 23. THE GENERAL CONTRACTOR, SUBCONTRACTOR, OR TENANT'S VENDOR MUST CERTIFY THAT ALL MATERIALS AND EQUIPMENT USED OR INSTALLED ON THIS JOB ARE FREE OF ANY ASBESTOS CONTAINING MATERIALS ("ACM") OR POLYCHLORINATED BIPHENYL ("PCB'S"). 24. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE FOLLOWING DOCUMENTS MUST BE SUBMITTED TO THE LANDLORD: A. CONTRACTOR'S INSURANCE CERTIFICATE. B. A COPY OF BUILDING PERMIT. C. A COPY OF CONTRACT AGREEMENT BETWEEN TENANT/LANDLORD & CONTRACTOR. D. A COMPLETE PROJECT TEAM DIRECTORY WITH EMERGENCY PHONE NUMBERS. E. A PROJECT SCHEDULE NOTING CRITICAL PATH ITEMS AND TARGET COMPLETION DATE. 25. G.C. SHALL HAVE A FIELD OFFICE WITH A TABLE & CHAIRS FOR WEEKLY MEETINGS. CONTRACTOR WILL BE REQUIRED TO HAVE A LAPTOP WITH AN E-MAIL CONNECTION. CONTRACTOR WILL BE REQUIRED TO TAKE WEEKLY DIGITAL PHOTOS OF THE PROJECT AT LOCATIONS SELECTED BY DLR GROUP PHOTOS WILL BE DISTRIBUTED WEEKLY. 26. CONTRACTOR IS RESPONSIBLE FOR WEEKLY PROJECT MEETING MINUTES WHICH SHALL REFLECT THE ISSUES RELATED TO THE PROJECT, INCLUDING ACTION ITEMS WITH DUE DATES. 27. ALL INDOOR FURNITURE PLACED IN THE ATRIUM AREA MUST HAVE THE MATERIALS FROM WHICH THEY ARE MADE APPROVED BY THE FIRE DEPARTMENT, IF REQUIRED BY PROJECT. 28. ARCHITECTURAL DRAWINGS, AS PART OF THE CONTRACT DOCUMENTS, INDICATE INFORMATION SUFFICIENT TO CONVEY DESIGN INTENT, AND DO NOT INDICATE MEANS AND/OR METHODS OF CONSTRUCTION. CONSTRUCTION MEANS AND METHODS USED TO DELIVER THE DESIGN INTENT ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND/OR THEIR SUB-CONTRACTORS. PERFORM CONSTRUCTION MEANS, METHODS, SEQUENCES, TECHNIQUES AND PROCEDURES COMPLYING WITH NATIONAL, STATE AND LOCAL BUILDING CODES AND SAFETY ORDINANCES. 29. CONTRACTOR TO PROVIDE CODE COMPLIANT FIRE STOPPING @ ALL NEW FLOOR PENETRATIONS THROUGHOUT WITH PATCH TO MAINTAIN EXISTING FIRE RATING OF FLOOR SLAB. 30. WITHIN AREA OF WORK, CONTRACTOR SHALL SURVEY ALL EXISTING FINISHED SURFACES TO REMAIN SUCH AS CORNER BEADS, STOPS, CEILING GRID & TILES, PLASTER CEILING, FINISHED FLOOR SLABS, ETC. FOR CHIPS, CRACK HOLES, DAMAGED SURFACES, AND ANY OTHER DEFECTS CAUSING AN APPEARANCE DIFFERENT FROM A NEW FIRST CLASS FINISHED REPAIRING, THEN CONTRACTOR SHALL REMOVE EXISTING AND INSTALL NEW SURFACES TO THE SATISFACTION OF DLR GROUP 31. CONTRACTOR IS RESPONSIBLE TO VERIFY STRUCTURAL SLAB SUPPORT CAPABILITY AS REQUIRED AT NEW FILE ROOMS FOR ALL STRUCTURAL DESIGN-BUILD JOBS. NOTIFY DLR GROUP WHETHER STRUCTURAL REINFORCEMENT IS NECESSARY OR NOT. 32. ALL EXTERIOR GLASS MULLIONS SHALL BE CLEANED AND HOLES REPAIRED. 33. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CONSTRUCTION CLEANUP, CLEANING OF ALL INTERIOR GLASS SURFACES AND SHALL PROVIDE OFFICE CLEANUP SERVICE(S) (CARPET, WOOD SURFACES, ETC.) FOR THE LAST MINUTE CLEANUP AT ODD HOURS (EVENINGS, WEEKENDS, ETC.). ARRANGEMENTS SHALL BE MADE TO HAVE ALL EXTERNAL WINDOW SURFACES CLEANED WITHIN TWO (2) WEEKS OF MOVE-IN/OCCUPANCY. THE G.C. SHALL COORDINATE ALL CLEANUP WITH BUILDING REPRESENTATIVES AND DLR GROUP 34. UPON COMPLETION OF THE JOB, THE GENERAL CONTRACTOR SHALL SUBMIT CERTIFICATES OF INSPECTION OF SATISFACTORY COMPLETION TO DLR GROUP. 35. GENERAL CONTRACTOR SHALL PROVIDE A FINAL PUNCH LIST FOR DLR GROUP'S APPROVAL. THREE (3) COPIES OF THE CLOSE-OUT PACKAGE INCLUDING AS-BUILT DWGS, WARRANTIES ETC. AT PROJECT COMPLETION. 36. THIS SET OF DOCUMENTS IS FOR INTERIOR DESIGN CONSTRUCTION ONLY. REFER TO SHELL AND CORE DOCUMENTS PROVIDED BY THE LANDLORD FOR INFORMATION PERTAINING TO THE EXISTING BUILDING. GENERAL NOTES 1. REFER TO DEMOLITION PLAN FOR EXTENT OF DEMOLITION WORK. 2. INSTALL TEMPORARY WALK-OFF CARPET AT ALL ENTRANCES TO THE JOB SITE. CARPET IS TO BE KEPT DAMP AT ALL TIMES. 3. CONTRACTOR IS RESPONSIBLE TO TAKE ALL PRECAUTIONS TO RESTRICT ACCESS TO DANGEROUS AREAS BY OUTSIDE PERSONNEL. TO THIS END, BARRIERS AND SIGNS SHALL BE ERECTED THROUGHOUT DEMOLITION AND CONSTRUCTION. 4. CONTRACTOR SHALL REPAIR IMMEDIATELY ANY DAMAGE DONE TO THE BUILDING ELEMENTS DUE TO DEMOLITION & CONSTRUCTION TO AVOID DISRUPTION OF BUSINESS AND/OR FURTHER DETERIORATION. DAMAGE TO THE BUILDING ELEMENTS WILL BE CONSIDERED FULLY REPAIRED ONLY AFTER AN APPROVAL BY THE BUILDING MANAGEMENT AND DLR GROUP IS OBTAINED. ANY DAMAGE OCCURRING TO THE CONCRETE SLAB SHALL BE REPAIRED TO DUPLICATE THE ORIGINAL CONSTRUCTION. (APPLIES TO DAMAGE DONE TO WOOD FLOORS AS WELL). 5. CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR THE REMOVAL FROM THE JOB SITE OF ALL VARIOUS VENDOR DEBRIS (CONSTRUCTION MATERIALS /WASTE /WRAPPING/PACKAGES, ETC.). DURING THE ENTIRE COURSE OF THE PROJECT, WITH PARTICULAR ATTENTION TO SAME DURING LAST WEEK(S) OF THE JOB, DURING FURNITURE/EQUIPMENT INSTALLATION AND IMMEDIATELY PRIOR TO MOVE-IN. (THIS SHALL INCLUDE REMOVALS OF PACKAGING FROM TELEPHONE/COMM. & FURNITURE VENDORS). THE G.C. SHALL MAKE AVAILABLE SAME SERVICE SUBSEQUENT TO MOVE-IN AND TO COORDINATE EXPECTED REMOVALS AS JOB APPROACHES MOVE-IN. 6. CONTRACTOR TO VERIFY IF ANY DEMOLISHED WALLS OR COLUMN FURRINGS CONTAIN MECHANICAL OR PLUMBING & ADVISE DLR GROUP PRIOR TO DEMO. 7. SAVE AND STORE ALL LIGHT FIXTURES, EXIT SIGNS, DOOR ASSEMBLIES & HARDWARE FOR RE-USE, OR TO BE STORED BY BLDG. MANAGEMENT, U.O.N. 8. ALL PARTITIONS, FLOORS, CEILINGS, AND ADJACENT SURFACES SHALL BE PATCHED OR REPAIRED AS REQUIRED FOR FINISH APPLICATIONS. PATCHED AND REPAIRED SURFACES SHALL BE EQUAL TO NEW. THE CONTRACTOR SHALL ADVISE DLR GROUP OF ANY EXISTING CONSTRUCTION WHICH IS NOT LEVEL AND PLUMB (WITHIN INDUSTRY STANDARDS) BEFORE START OF CONSTRUCTION. FLOOR PREP SHOULD THEREFORE BE INCLUDED IN THE JOB BID. 10. ALL TRADES TO INSPECT EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BIDS. CONTRACTOR TO NOTIFY DLR GROUP OF ANY CONFLICTS WITH THE WORK. 11. ANY DEMOLITION OR REMOVAL INDICATED IS SHOWN IN GENERAL TO PROVIDE THE EXTENT OF DEMOLITION AND IS NOT TO BE CONSIDERED A RECORD DRAWING OF EXISTING CONDITIONS. 12. REMOVE EXISTING PARTITIONS, DOORS, FRAMES, HARDWARE, MILLWORK, AT AREAS INDICATED ON PLAN. PROVIDE ADEQUATE PROTECTION OF ADJACENT SURFACES NOT INCLUDED IN THE DEMOLITION. 13. CONTRACTOR TO WALK JOBSITE AND INCLUDE REMOVAL OF OTHER MISC. ITEMS NOT SHOWN AND ARE NOT RETAINED OR REUSED IN THE CONSTRUCTION PLAN. 14. REMOVE ABANDONED ELECTRICAL CONDUIT, J-BOX, PANELS, FIXTURES, WIRING, ETC., AT PARTITIONS TO BE REMOVED. WIRING AND CONDUIT SHALL BE REMOVED TO POINT OF ORIGIN OR TO THE FIRST ITEM UNAFFECTED BY THE REMOVAL. CONDUIT WHICH IS BURIED OR OTHERWISE INACCESSIBLE SHALL BE ABANDONED. IN SUCH CASES, CONTRACTOR SHALL PULL ALL WIRE FROM CONDUIT, CUT BACK CONDUIT FLUSH WITH FINISHED FACE AND FILL ALL OPENINGS. 15. ALL ABANDONED SYSTEMS, I.E. PIPING, DUCTWORK, CABLING, ETC. ARE TO BE REMOVED TO POINT OF ORIGIN AND CAPPED. 16. SEE DEMOLITION NOTES PREPARED BY MEP/ ENGINEERS FOR ADDITIONAL INFORMATION AND REQUIREMENTS FOR DEMOLITION OF ELECTRICAL, HEATING, VENTILATING, AIR CONDITIONING, VOICE/DATA, ETC. ITEMS AS WELL AS COORDINATION OF DEMOLITION ITEMS. 17. EXISTING EXTERIOR WINDOW TREATMENT TO REMAIN U.O.N. PROTECT DURING DEMO / CONSTRUCTION. 18. CONTRACTOR TO PROVIDE FLOOR AND SLAB PATCH AT FLOOR FOR ALL PENETRATIONS. 19. ALL EQUIPMENT AND MATERIAL WHICH IS IN OPERATING CONDITION WHEN REMOVED, SHALL BE MAINTAINED AS SUCH AND RETURNED AS PER OWNER'S REQUIREMENTS. 20. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE IDENTIFICATION, ABATEMENT AND PROPER DISPOSAL OF ANY AND ALL ASBESTOS/TOXIC MATERIALS THAT MAY EXIST AT THE JOB SITE. DEMOLITION NOTES 1. GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE AND REQUEST CLARIFICATION FROM DLR GROUP, REGARDING DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS BEFORE COMMENCING ANY WORK. 2. CONTRACTOR TO SNAP/SPRAY LOCATION OF ALL FIXTURES, WALLS, MILLWORK, OUTLETS, LIGHTS, ETC. FOR DLR GROUP APPROVAL PRIOR TO ANY CONSTRUCTION STARTING. ONCE DLR GROUP APPROVES ALL LAYOUTS, THEN CONTRACTOR CAN PROCEED WITH THE PROJECT. DLR GROUP SHALL BE NOTIFIED OF ANY DEVIATION FROM DIMENSIONS OR CLEARANCES INDICATED ON PLANS REQUIRED DUE TO FIELD CONDITIONS. 3. PARTITIONS ARE DIMENSIONED FROM FINISH TO FINISH, U.O.N. CENTER LINE OF PARTITION TO ALIGN WITH CENTER LINE OF MULLION WHERE OCCURS, U.O.N. 4. ALL "HOLD" DIMENSIONS MUST BE MAINTAINED. 5. ALL PARTITIONS SHOWN AS "ALIGN" ARE TO BE SMOOTH AND FLUSH WITH EXISTING CONSTRUCTION. 6. ALL DIMENSIONS OF GLASS PARTITIONS ARE GIVEN FROM CENTERLINE TO CENTERLINE, U.O.N. 7. ALL PARTITIONS SHALL BE ANCHORED PER MANUFACTURERS' SPECIFICATIONS AND AS REQUIRED BY APPLICABLE BUILDING CODES. FOR PARTIAL HEIGHT OR CEILING HEIGHT PARTITIONS, TOP TRACK OF FRAMING TO BE SECURELY ATTACHED TO STRUCTURE ABOVE WITH METAL STUD KICKERS EVERY 4'-0" ON CENTER IN ALTERNATING DIRECTIONS AT 45 DEGREES FOR LATERAL SUPPORT PER CODE REQUIREMENTS. 8. PARTITIONS EXTENDING TO THE SLAB, SHALL BE SEALED TO THE SLAB, PERIMETER WALLS AND AROUND PENETRATIONS TO FORM THE PLENUM. 9. AT ALL POINTS WHERE PARTITIONS INTERSECT WINDOW MULLIONS, SOUND DEADENING MATERIAL IS TO BE INSTALLED WITHIN CONVECTOR PLENUM. PROVIDE NEOPRENE GASKET WITH 2045 SHEET METAL CAP. CONNECTION SHALL HAVE THE SAME IF NOT GREATER STC RATING AS THE PARTITION ASSEMBLY OR PER REFERENCED DETAIL. 10. PROVIDE METAL CORNER BEADS AT ALL DRYWALL PARTITION CORNERS AND ENDS. 11. WHERE REQUIRED, PROVIDE FURRING OR MINIMUM ADDITIONAL PARTITION THICKNESS WITH CONTINUOUS INSULATION FOR PLUMBING WALLS. 12. ALL PTD./MTL. GYP. BD. WALL/CEILING REVEALS SHALL BE CONTINUOUS WITH WELDED AND MITERED CONNECTIONS TYPICAL. 13. ALL ROUGH AND FINISHED CARPENTRY, INCLUDING WOOD BLOCKING, WOOD DOORS, DOOR AND WINDOW FRAMES WILL BE FIRE RETARDANT TREATED AS REQUIRED TO COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE AND OTHER APPLICABLE CODES FOR COMBUSTIBILITY FLAME SPREAD RATING. 14. WHERE METAL STUD FRAMING ADJOINS METAL DUCTS OR PIPES, OR WHERE TWO METALS ARE AFFIXED TO EACH OTHER, THE GENERAL CONTRACTOR WILL PROVIDE INSULATING MATERIAL BETWEEN SO THAT NO VIBRATION OR NOISE WILL BE TRANSMITTED. ALL LOCATIONS ARE TO BE BROUGHT TO DLR GROUP'S ATTENTION. 15. CONTRACTOR TO PROVIDE SOUND RESISTANT SEALANT AT WHEREVER CONDUIT, J-BOXES, PLUMBING PIPES, ETC. OCCUR. PIERCE ACOUSTICAL PARTITIONS OR CEILINGS. CONTRACTOR TO OBTAIN "EQUAL TO" STC/NRC RATINGS AT PARTITIONS WITH NO PIERCING. 16. AT ALL RATED PARTITIONS AND PARTITIONS OR BAFFLES EXTENDING TO THE FLOOR STRUCTURE ABOVE WILL BE SCALED TO THAT STRUCTURE, TO PERIMETER WALLS AND AROUND ANY PENETRATIONS SUCH AS PIPES OR DUCTS. WHERE A DUCT OR OTHER CONSTRUCTION RUNS PARALLEL WITH A RATED PARTITION, OFFSET THAT PARTITION ABOVE THE CEILING AROUND THE CONSTRUCTION TO MAINTAIN THE FIRE RATING. ALL SUCH CONDITIONS SHOULD BE IDENTIFIED ON THE COORDINATION DRAWINGS AND SUBMITTED TO THE DLR GROUP FOR APPROVAL. 17. ALL GYPSUM WALL BD. USED WILL BE 5/8" FIRE CODE TYPE "X" BY U.S.G., U.O.N. 18. GENERAL CONTRACTOR TO SCAR PATCH ALL CORE WALLS AND PERIMETER BASE BUILDING WALLS SCARRED FROM DEMOLITION OR EXISTING CONDITIONS AS REQUIRED. 19. GENERAL CONTRACTOR TO PROVIDE 1/8" WIDE BUTT JOINTS AT ALL GLASS TO GLASS CONNECTIONS AND MITERED GLASS AT ALL GLASS TO GLASS CORNERS, U.O.N.. GENERAL CONTRACTOR TO PROVIDE CLEAR SILICONE @ ALL GLASS JOINTS AS DIRECTED IN THE FIELD BY DLR GROUP, U.O.N. 20. CONTRACTOR IS RESPONSIBLE TO COORDINATE DEPTH OF FIRE EXTINGUISHER CABINET WITH NEW PARTITIONS. CONTRACTOR TO THICKEN SPECIFIED PARTITION AS REQUIRED TO INSTALL CABINET CORRECTLY AS MANUFACTURED RECOMMENDS. CONTRACTOR TO THICKEN PARTITION AS REQUIRED TO HOLD NEW CABINET. PARTITIONS TO BE THICKENED FOR ENTIRE LENGTH OF WALL. 21. ALL SURFACES SCHEDULED TO RECEIVE WALL COVERING MUST BE LEVEL "5" FINISH. 22. CONTRACTOR SHALL PROVIDE A MINIMUM OF LEVEL "4" FINISH ON ALL GYP. BD. WALLS PRIOR TO PAINTED FINISH APPLICATION. NEW PARTITIONS SHALL BE APPROVED FOR FINISH BY DLR GROUP AS REQUIRED PRIOR TO PAINTING. CONTRACTOR TO PUT IN WRITING AND NOTIFY DLR GROUP IF THEY ARE PROVIDING A FINISHED LEVEL LESS THAN "4". 23. CONTRACTOR SHALL PROVIDE TEMPERED GLASS AS REQUIRED BY CODE AT SCHEDULED GLASS PARTITIONS. 24. THE GENERAL CONTRACTOR WILL DOUBLE UP METAL STUDS AT ALL DOORS AND WINDOW OPENINGS UNLESS OTHERWISE NOTED. 25. PROVIDE WATER RESISTANT GYPSUM BOARD IN ALL TOILET ROOMS AND SHOWER ROOMS. IF THE TOILET ROOMS OR SHOWER ROOMS PROPOSED 3/8" THK OR MORE STONE WALL TILES, THEN CONTRACTOR SHALL PROVIDE CEMENT ROCK WALL BOARD IN LIEU OF WATER RESISTANT GYPSUM BOARD. 26. G.C. SHALL SUPPLY ALL RETURN AIR OPENINGS IN SLAB TO SLAB PARTITIONS ABOVE CEILINGS AS REQUIRED BY ENGINEERING DRAWINGS. ALL OPENINGS IN DEMISING AND SOUND-ATTENUATED PARTITIONS SHALL HAVE SOUND BOOTS AND ALL OPENINGS IN FIRE-RATED PARTITIONS SHALL HAVE FIRE DAMPERS AS REQUIRED BY LOCAL BUILDING CODES. CONTRACTOR SHALL COORDINATE WITH ENGINEERING DRAWINGS AND INFORM DLR GROUP OF DISCREPANCIES PRIOR TO BIDDING. 27. CONTRACTOR SHALL COORDINATE WITH FURNITURE VENDOR TO SIGN OFF ON WALL LAYOUT LAYOUT WHERE NEW/RELOCATED SYSTEMS FURNITURE OCCURS. 28. AT RESTROOMS, CONTRACTOR SHALL INCREASE SIZE STUD DEPTHS (3 5/8" MIN.) AND SPACING TO ACCOMMODATE PLUMBING FIXTURES & ACCESSORIES (I.E. TOILET DISPENSER). 29. CONSTRUCT NEW PARTITIONS AS CALLED OUT ON PLAN. PROVIDE AND INSTALL NEW DOORS, FRAMES AND HARDWARE. 30. PROVIDE MIN. FURRING AT ALL EXPOSED COLUMNS. U.O.N. PREP ALL EXISTING COLUMNS AS REQUIRED TO RECEIVE NEW SPECIFIED FINISHES. 31. CONTRACTOR SHALL PROVIDE BRACING FOR ALL DEMOUNTABLE FURNITURE SYSTEM WALLS AS REQUIRED PER CODE. REFER TO FURNITURE PLANS COORDINATE WITH FURNITURE PROVIDER FOR LOCATION OF DEMOUNTABLE WALLS. 32. PENETRATIONS TO EXISTING RATED CORE WALL, ELEVATOR, STAIR, MECHANICAL/PLUMBING SHAFT WALLS ARE NOT ALLOWED. FURRING PARTITIONS NEED TO BE SPECIFIED FOR ELECTRICAL AND DATA/COMMUNICATIONS OUTLETS AT CORE WALLS WITH THE EXCEPTION OF MECHANICAL ROOM WALLS. PARTITION NOTES 1. FABRICATION MATERIALS OF METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY-IN PANEL CEILINGS SHALL CONFORM WITH LOCAL CODE REQUIREMENTS. 2. REWORK EXISTING FIRE/LIFE SAFETY DEVICES AS REQUIRED AND SHALL BE FILED UNDER SEPARATE PERMIT. 3. CEILING CONTRACTOR SHALL PROVIDE ALL NECESSARY BRIDGING, BLOCKING, CUTOUTS, AND GROUNDS REQUIRED FOR THE INSTALLATION OF ALL LIGHTING FIXTURES, SPEAKERS, DIFFUSERS, GRILLS, REGISTERS, ACCESS PANELS, SPECIAL MILLWORK, ETC. AS INDICATED ON OR REQUIRED BY THE DRAWINGS. 4. THE GENERAL CONTRACTOR & CEILING CONTRACTOR SHALL CLOSELY COORDINATE THEIR WORK WITH THAT OF THE ELECTRICAL, H.V.A.C., PLUMBING, TELEPHONE AND MILLWORK CONTRACTORS, WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. NO EXTRAS WILL BE APPROVED FOR CUTTING, PATCHING OR REPLACING OF BROKEN TILES. 5. ALL EXHAUST FANS SHALL BE SILENT RUNNING AND HAVE A MINIMUM 8'-0" LONG DUCT BETWEEN THE RETURN AIR GRILLE AND THE FAN MOTOR. DUCT SHALL BE LINED WITH 1" THICK FIBERGLASS LINER: AN EQUIVALENT LENGTH OF GLASS FIBER FLEXIBLE DUCT IS ACCEPTABLE. DO NOT LOCATE FAN MOTOR ABOVE CEILING OF ROOM SERVED BY FAN. LOCATE MOTORS ABOVE CORRIDOR OR OPEN AREA CEILINGS. COORDINATE EXACT LOCATION WITH DLR GROUP BEFORE INSTALLATION. 6. WHERE CEILINGS ARE SPECIFIED TO BE FIRE-RATED CONSTRUCTION, ALL RECESSED LIGHT FIXTURES AND SPEAKERS SHALL BE BOXED OUT ABOVE THE CEILING WITH A FIRE-RATED ENCLOSURE EQUAL TO THE RATING OF THE CEILING. 7. ALL SPRINKLER HEADS SHALL BE FULLY CONCEALED, RECESSED SPRINKLER HEADS IN BOTH SHEET ROCK AND ACOUSTIC CEILINGS. SPRINKLER HEAD COVERS SHALL BE FACTORY SPRAYED TO MATCH ADJACENT CEILING FINISH. ALL SPRINKLER HEADS ARE TO BE MTD. IN THE CENTER OF ACOUSTIC CEILING TILES. AT SHEET ROCK CEILINGS GENERAL CONTRACTOR TO VERIFY WITH DLR GROUP IN THE FIELD THEIR EXACT LOCATION BEFORE INSTALLATION. 8. CEILINGS IN CLOSETS OR BEHIND FASCIAS SHALL BE OF SAME HEIGHT AND MADE OF THE SAME MATERIAL AND FINISH AS THAT OF ADJOINING SPACES U.O.N. 9. THE GENERAL CONTRACTOR SHALL PROVIDE THE OWNER WITH 5% OF ADDITIONAL CEILING TILES TO MATCH NEW INSTALLED TILES. 10. ALL CEILING MOUNTED EXIT SIGNS ARE TO BE MOUNTED IN THE CENTER OF CEILING TILE. 11. CONTRACTOR TO PROVIDE ALL FRAMELESS ACCESS PANELS @ NEW/EXISTING PAINTED GYP. BD. CEILINGS THROUGHOUT. CONTRACTOR TO CONFIRM EXACT MOUNTING LOCATION OF ACCESS PANELS WITH ARCHITECT PRIOR TO LOCATION. 12. CONTRACTOR TO RELAMP ALL EXISTING TO REMAIN FIXTURES WITH BULBS THAT ARE CONSISTENT WITH BUILDING STANDARD TEMPERATURE. CONTRACTOR TO CONFIRM LAMP TEMPERATURE PRIOR TO REPLACING. CONTRACTOR TO REPLACE ALL EXISTING FIXTURES NOT WORKING & CLEAN ALL EXISTING LIGHT LENSES THROUGHOUT WORK AREAS. REPLACE ALL BALLASTS NOT WORKING PROPERLY. 13. CONTRACTOR TO PATCH ALL EXISTING FIREPROOFING THROUGHOUT WITH PATCHES TO MATCH THE CONSISTENCY OF THE EXISTING FIREPROOFING. 14. CONTRACTOR TO CENTER ALL ACOUSTICAL TILE CEILING ASSEMBLIES IN AS NOTED THROUGHOUT WITH EQUAL/EQUAL SPACING BETWEEN WALL LAYOUTS, U.O.N. 15. ALL TRADES TO INSPECT EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BIDS. CONTRACTOR TO NOTIFY DLR GROUP OF ANY CONFLICTS WITH THE WORK. 16. CONTRACTOR TO CONFIRM THAT ALL LIGHT FIXTURES ARE UL APPROVED. 17. RECESSED DOWNLIGHTS AND WALLWASHERS TO BE CENTERED WITHIN 2'x2' ACOUSTIC CEILING TILE U.O.N. 18. SWITCHING/ OCCUPANCY SENSORS AND LIGHTING IS SHOWN FOR LOCATION ONLY. ALL LIGHTING SHALL CONFORM TO TITLE 24 REQUIREMENTS. 19. ALL FIRE/LIFE/SAFETY EQUIPMENT AND SPRINKLER HEADS SHALL BE CENTERED WITHIN 2'x2' ACOUSTIC CEILING TILE. 20. ALL EXIT LIGHTING TO BE CONNECTED TO BUILDING'S EMERGENCY ELECTRICAL CIRCUIT SYSTEM. 21. REFER TO MEP DRAWINGS FOR RELOCATION OR RECONFIGURATION OF EXISTING BUILDING RISERS, DUCTS OR PIPING IN RENOVATED AREAS. 22. REWORK H.V.A.C. AS REQUIRED PER DESIGN-BUILD ENGINEERING OR MECHANICAL ENGINEER CONSULTANT'S DRAWINGS. 23. GENERAL CONTRACTOR TO VERIFY EXIT SIGN LOCATIONS WITH FIRE INSPECTOR AND ADD NEW AS REQUIRED. 24. REWORK ALL EXISTING SPRINKLER SYSTEM AS REQUIRED. THIS WORK TO BE FILED UNDER SEPARATE PERMIT, PROVIDE CONCEALED HEADS AT GYP. BD. CEILING, TYP. 25. REPAINT ALL EXISTING DIFFUSERS AND RETURN SUPPLY GRILLS TO MATCH CEILING WHITE FINISH AS REQUIRED U.O.N. 26. VERIFY THERMOSTAT CONTROL LOCATIONS WITH DLR GROUP PRIOR TO INSTALLATION. 27. CONTRACTOR TO CAULK CEILING TILE AT ALL WALL TRANSITIONS TO CONCEAL GAPS. 28. CONTRACTOR TO PITCH DRYWALL CEILING AT SHOWER ROOMS FOR MOISTURE RUNOFF. 29. CONTRACTOR TO THOROUGHLY CLEAN ALL LIGHT FIXTURES JUST PRIOR TO MOVE-IN AND REMOVE ALL STICKERS. CEILING NOTES 1. H.V.A.C. CONTRACTOR SHALL SUBMIT DUCTWORK TO DLR GROUP FOR APPROVAL OF SUPPLY DIFFUSER AND RETURN REGISTER, T-STATS AND VAV BOX LOCATIONS BEFORE STARTING WORK. NOTIFY DLR GROUP OF ANY DISCREPANCIES IN CEILING HEIGHTS DUE TO PLACEMENT OF ANY H.V.A.C. COMPONENTS. 2. H.V.A.C. CONTRACTOR SHALL VERIFY ADEQUATE CLEARANCES FOR ALL AIR CONDITIONING UNITS, DUCTWORK, ETC.. AGAINST RECESSED FIXTURES, PIPING, BEAMS, ETC. AND BRING ALL UNWORKABLE CONDITIONS TO THE ATTENTION OF DLR GROUP PRIOR TO THE INSTALLATION OF ANY MECHANICAL EQUIPMENT. 3. H.V.A.C. CONTRACTOR SHALL VERIFY ALL THERMOSTAT, DIFFUSERS AND RETURN REGISTER LOCATIONS WITH DLR GROUP PRIOR TO INSTALLATION. AVOID TV LOCATIONS AND ACCENT WALLS WHERE POSSIBLE. 4. H.V.A.C. CONTRACTOR SHALL VERIFY THAT SITE CONDITIONS AND ENGINEERED MECHANICAL PLANS COINCIDE BEFORE COMMENCING WORK. 5. REFER TO ENGINEER'S DRAWINGS FOR LOCATIONS AND SIZES OF AIR CONDITIONING RELIEF OPENINGS REQUIRED IN PARTITIONS ABOVE CEILINGS. 6. VERIFY NO RETURN AIR GRILL IS WITHIN (1) ONE ACOUSTICAL TILE WITH A LIGHT FIXTURE OR WITHIN (1) ONE ACOUSTICAL TILE TO THE PERIMETER WALL SOFFIT. 7. ALL FRAMELESS, "TAPED TO" LINEAR DIFFUSERS & STANDARD DIFFUSERS SHALL BE SIZED AS REQUIRED TO PREVENT WHITE NOISE OCCURRING. HVAC NOTES NOTE: KIMLEY-HORN BUILD-OUT NOTES AND REQUIREMENTS SHALL COMPLY WITH THE CITY OF INDIANAPOLIS BUILDING STANDARDS CODE. 07/19/21 REF.RF MWMWF.E.C.MWCRF. E .C. DN UPDN UP REF.LIMIT OF WORKOCCUPANCY 'A' COFFEE 500 53 SF/15 4 HUDDLE 504 143 SF/15 10 CONFERENCE 509 313 SF/15 21 TOTAL 509 SF 35 OCCUPANCY 'B' GENERAL OFFICE 2,658 SF/100 27 TOTAL USF 3,167 EST. USF TOTAL OCCUPANTS 62 OCCUPANCY 'A' (N.I.C.) BREAK 66 SF/15 4 CONFERENCE 281 SF/15 19 TOTAL 347 SF 23 OCCUPANCY 'S' (N.I.C.) SERVER 62 SF/300 .21=1 OCCUPANCY 'B' (N.I.C.) GENERAL OFFICE 4,658 SF/100 47 TOTAL USF (N.I.C.) 5,067 USF TOTAL OCCUPANTS (N.I.C.) 71 *NOTE: OCCUPANT LOADS SHOWN ALONG THE PATHS OF EGRESS ARE DETERMINED BY DIVIDING THE TOTAL OCCUPANTS (133) BY THE NUMBER OF COMMON PATHS WITHIN EACH SUITE (2). FROM THESE STARTING POINTS, EVERYTIME A PATH DIVIDES INTO DIFFERENT DIRECTIONS, THE OCCUPANT LOAD DIVIDES AS WELL. WHEN A PATH MERGES WITH ANOTHER PATH THE OCCUPANT LOADS ARE COMBINED. IT CONTINUES THIS WAY UNTIL REACHING AN EXIT WHICH WILL INDICATE THE FINAL OCCUPANT LOAD. OCCUPANT LOADS FROM ALL EXITS WILL EQUAL THE TOTAL OCCUPANT LOAD FOR THE SPACE. SCOPE OF WORK: LONGEST DIAGONAL = 225'-6 11/32" (PATH 'A' TO 'B') EXIT SEPARATIONS =A TO B = 100'-6 3/4" SCOPE OF WORK THE COMMON PATH OF TRAVEL TO REACH A TWO EXIT DECISION POINT IS NOTED ON THE PLAN IN BLUE. A 41'-0" B 54'-6" THE LONGEST PATH OF TRAVEL TO REACH AN EXIT IS 197'-0" AND NOTED ON THE PLAN. (FROM PATH 'A' TO EXIT 'A') TOTAL OCCUPANCY LOAD (IN SCOPE)= 62 OCCUPANTS TOTAL EXIT CAPACITY AVAILABLE= 360 OCCUPANTS MINIMUM NO. OF EXITS PER TABLE 1006.3.2 REQ'D: 1-500 2 PROV'D: 2 OCCUPANCY 'B' (BUSINESS) 2,680 USF/100 = 27 OCCUPANTS OCCUPANCY 'A' (UNCONCENTRATED TABLES & CHAIRS) 487 USF/15 NSF = 35 OCCUPANTS OCCUPANCY 'S' (ACCESSORY STORAGE AREA N.I.C.) 62 USF/300 GSF = .21 1 OCCUPANT TOTAL OCCUPANCY LOAD (N.I.C)= 71 OCCUPANTS OCCUPANCY 'B' (BUSINESS N.I.C.) 4,658 USF/100 = 47 OCCUPANTS OCCUPANCY 'A' (UNCONCENTRATED TABLES & CHAIRS N.I.C.) 347 USF/15 NSF = 23 OCCUPANTS GRAND TOTAL = (N) 62 + (N.I.C.) 71 OCCUPANCY = 133 A DISTANCE TO DECISION = 41'-0" 67 OPEN OFFICE L O NG EST P A T H O F T R AVEL: DI S T ANC E T O EX I T = 1 97'-0 " 313 SF/15 21 OCCUPANTS 33 ACGROUP 1 / 6.8 " 33.8 " 34 169 180 A EXIT DESIGNATION 66 CONFERENCE 512 OFFICE 503 OFFICE 513 OFFICE 514 OFFICE 502 OFFICE 501 OFFICE 510 OFFICE 511 OPEN OFFICE B DISTANCE TO DECISION = 54'-6" 66 OPEN OFFICE OPEN OFFICE DISTANCE TO EXIT =87'-0" DISTANCE TO EXIT = 162'-0"DISTANCE TO EXIT = 73'-0"LONGEST DIAGONAL = 2 25'-6 11/32" EXIT SEPARATION = 100'-6 3/4" 180 B EXIT DESIGNATION 66 SF/15 4 OCCUPANTS 281 SF/15 19 OCCUPANTS 62 SF/300 .21 OCCUPANTS OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE CONFERENCE SERVER BREAK RECEPTIONMOTHERS OFFICE OFFICE PRODUCTION / 6.6 "33.8 " 33169/ 13.2 "69.8 " 6634934 33 A EDCOFFEE 500 53 SF/15 4 OCCUPANTS 18'-5 3/8" 3333 67 OFFICE 505 HUDDLE 504 OFFICE 506 143 SF/15 10 OCCUPANTS GROUP 1 -SINGLE SOLID DOOR (WITH SECURITY) MATCH HARDWARE OF EXISTING EGRESS AND SERVER DOORS WITHIN SUITE. REFER SHEET A9.1 'KIMLEY-HORN SECURITY SPECIFICATIONS' FOR GENERAL CONTRACTOR SCOPE OF WORK AT SECURITY DOOR. SECURITY HARDWARESYMBOLS LEGEND EXIT SIGN PATH OF TRAVEL XX OCCUPANT LOAD FIRE EXTINGUISHER CABINETF.E.C. XXX XXX XX"/XX" EGRESS TAG OCCUPANT LOAD CAPACITY OCCUPANCY LOAD*WIDTH PER OCCUPANT / CLEAR WIDTH OF DOOR CARD READER (MOUNTING HEIGHT 48" A.F.F U.N.O.) PROVIDED AND INSTALLED BY CONTRACTOR EXIT RELEASE BUTTON/ADA DOOR OPERATOR BUTTON (MOUNTING HEIGHT 48" A.F.F U.N.O.) PROVIDED AND INSTALLED BY CONTRACTOR CR EB ACCESS CONTROL DOORS W/ HARDWARE TYPE. REFER A1.00 HARDWARE SCHEDULE AC XX NOTE: NOT ALL SYMBOLS ARE USED. OCCUPANCY = "S" (STORAGE) O.L.F. = 1:XX SF ADD FILL FOR EXSTING AREA: SHADED AREA SHOWN FOR REFERENCE PURPOSES ONLY (N.I.C.). NO NEW SCOPE OF WORK, CHANGE IN USE OR OCCUPANCY, AND EGRESS IN THIS AREAOCCUPANCY = "A" (ACCESSORY) O.L.F. = 1:XX SF OCCUPANCY = "B" (BUSINESS) O.L.F. = 1:XXX SF OCCUPANCY COMMON PATH OF TRAVEL TO DECISION POINT GENERAL NOTES 1. EGRESS PATH OF TRAVEL 44" WIDTH (MIN. / CLEAR / TYP.)© DLR GroupRevisions -ALL PROJECT COMMUNICATION TO BE SENT TO MARK REED/MONICA BATES, NOT AOR.5/25/2021 3:31:35 PMC:\Revit\_2020\KH Indianapolis Expansion CD's v_20_hgriffo.rvt23-21100-00 5.26.2021 BID/PERMIT EGRESS PLAN A1.0250 E. 96TH ST. #580INDIANAPOLIS, IN 46240INDIANAPOLIS, INDIANASCALE: 1/8" = 1'-0" EGRESS PLAN KEYED NOTES 1. THE MEANS OF EGRESS WILL BE ILLUMINATED TO A LEVEL OF NOT LESS THAN ONE FOOT-CANDLE AT THE WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 2. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 3. THE EGRESS PATH SHALL REMAIN FREE AND CLEAR OF ALL OBSTRUCTIONS AT ALL TIMES. NO STORAGE IS PERMITTED IN ANY EGRESS PATHS. 4. ALL GLAZED PARTITIONS/GLASS DOORS SHALL HAVE REQUIRED SAFETY MARKINGS. FOR OFFICE FRONTS, COORDINATE WITH 'VIA'. CONTACT SHANA HILL: shill@businessinteriors.com972.523.4687. 1 3 6 12 24 48 PLAN NORTH TRUE NORTH 07/19/21 REF.F.E.C.F.E.C.F.E.C. DN UPDN UP LIMIT OF WORKAREA NOT IN CONTRACT (NIC) EXISTING PARTITION TO BE DEMOLISHED EXISTING PARTITION TO REMAIN EXISTING DOOR TO BE DEMOLISHED EXISTING DOOR TO REMAIN ACOUSTIC CEILING SYSTEM TO BE DEMOLISHED, GRID & TILE LIGHT FIXTURE TO BE DEMOLISHED EXISTING CEILING MOUNTED LIGHT FIXTURE TO BE DEMOLISHED LIGHT FIXTURE TO BE DEMOLISHED DIMENSION (FACE TO FACE, TYPICAL) EXISTING POWER OUTLET, COMMUNICATION OUTLET, AND LIGHT SWITCH TO REMAIN EXISTING POWER OUTLET, COMMUNICATION OUTLET AND LIGHT SWITCH TO BE DEMOLISHED NO DEMOLITION WORK IN THIS AREA 5' - 0" S DEMOLITION PLAN LEGEND 1. DEMOLISH WALLS, DOOR FRAMES, MILLWORK AND SOFFITS AS INDICATED ON PLAN. REMOVE EXISTING WALL COVERING, FLOORING AND BASE AS WELL AS WALL FASTENERS, REVEALS, NAILS, ETC. AT AREAS TO RECEIVE NEW FINISHES AS SPECIFIED ON FINISH PLAN. 2. CONTRACTOR TO FIELD VERIFY THE EXACT QUANTITY, SIZE AND LOCATIONS OF ALL WORK TO BE DEMOLISHED. DEMOLITION DRAWINGS ARE INTENDED TO SHOW LIMITS AND EXTENT OF DEMOLITION WORK ONLY. 3. NO DEMOLITION SHALL OCCUR AT ANY BASE BUILDING WALLS, PLUMBING, MECHANICAL OR ELECTRICAL SYSTEMS UNLESS SPECIFICALLY CALLED OUT ON THE DRAWINGS. 4. COLUMN FURRINGS ARE NOT TO BE DEMOLISHED UNLESS NOTED SPECIFICALLY ON THE PLANS. ALL DEMOLITION TO WALLS COMMON WITH COLUMN FURRING SHOULD BE REMOVED DOWN TO THE LIMITS OF THE COLUMN WRAP. PROVIDE M ATCHING CONSTRUCTION TO CLOSE ANY OPENINGS IN THE EXISTING COLUMN FURRING CAUSED BY DEMOLITION. 5. NO DEMOLITION IS TO TAKE PLACE OUTSIDE THE LIMITS OF THESE DRAWINGS UNLESS SPECIFICALLY CALLED OUT. 6. THE CONTRACTOR SHALL FURNISH ALL SHORING, BRACING, AND PATCHING NECESSARY AND REQUIRED FOR THE PROPER SUPPORT AND SAFETY OF ALL EXISTING WALLS, FLOORS, CEILINGS AND UTILITIES THAT ARE TO REMAIN AND AFFECTED BY DEMOLITION INCLUDED IN THIS SCOPE OF WORK. 7. SALVAGE DOORS AND FRAMES FOR RE-USE AS INDICATED ON DOOR SCHEDULE. VERIFY QUANTITY AND DOOR SWINGS OF EXISTING DOORS TO BE REUSED IN MEETING REQUIREMENTS OF THE DOOR SCHEDULE. VERIFY DISPOSITION OF BALANCE OF DOORS/FRAMES WITH LANDLORD. REFER TO PROJECT D EMOLITION NOTES FOR ADDITIONAL SALVAGE ITEMS. 8. ELECTRICAL AND DATA/COMMUNICATIONS OUTLETS TO BE REMOVED ARE TO HAVE CABLING/CONDUIT TAKEN BACK TO ORIGINAL PANELS AND OUT OF PLENUM SPACE. PATCH/REPAIR WALLS AT LOCATIONS WHERE OUTLETS AND SWITCHES ARE TO BE REMOVED. REFER POWER/COMMUNICATIONS PLAN & RCP FOR LOCATIONS. PREPARE WALLS TO RECEIVE NEW FINISHES. CAP/FILL AND PROVIDE FIRE SEAL FOR CORE DRILLS AT FLOOR POKE-THRU'S AS REQUIRED. 9. CAP/SEAL ANY UNUSED PLUMBING AND PROVIDE FLOOR FILL AND FIRE SEAL AT ALL REMOVED CORE DRILLS. 10. ALL SALVAGEABLE MATERIALS SCHEDULED TO BE DEMOLISHED, SUCH AS DOORS, FRAMES, HARDWARE, MILLWORK, AND OTHER RE-USABLE ITEMS ARE TO BE RETURNED TO BUILDING STOCK. COORDINATE ALL SALVAGE AND STORAGE OF THESE ITEMS WITH BUILDING MANAGEMENT. 11. ANY DAMAGE TO REMAINING CONSTRUCTION AND/OR BASE BUILDING ITEMS CAUSED BY THE DEMOLITION PROCESS WILL BE REPAIRED AND/OR REPLACED BY THE CONTRACTOR AT NO COST TO THE TENANT OR LANDLORD. 12. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL TRASH FROM SITE. COORDINATE TRASH REMOVAL AND DUMPSTER LOCATION WITH BUILDING MANAGER. 13. CONTRACTOR SHALL TAKE REQUIRED MEASURES TO KEEP DUST CAUSED BY DEMOLITION FROM ENTERING ADJACENT LEASE SPACE AND THE OTHER FLOORS AND/OR COMMON AREAS. 14. CONTRACTOR TO PROVIDE PROTECTION TO ALL SURFACES THAT ARE TO REMAIN. 15. EXISTING DUCTWORK TO REMAIN DURING DEMOLITION UNLESS NOTED OTHERWISE. RELOCATION AND/OR REMOVAL OF DUCTWORK, TERMINAL BOXES, AND AIR DEVICES ARE TO BE DETERMINED BY THE HVAC CONTRACTOR AS REQUIRED FOR NEW PARTITION LAYOUT. 16. DEMOLITION OF ALL UNUSED HVAC AND PLUMBING SHOULD GO BACK TO THE SOURCE OF ORIGIN. FOR WASTE LINES INDICATED TO BE CAPPED OR ABANDONED IN PLACE, PRIOR TO ANY MODIFICATIONOF THE WASTE LINE, THE CONTRACTOR SHALL VERIFY THAT THERE ARE NO ACTIVE WASTE CONNECTIONS UPSTREAM OF THE DESIGNATED TERMINATION POINT. CONNECTIONS INCLUDING, BUT NOT LIMITED TO, OTHER WASTE LINES, CONDENSATE LINES, ETC. IF OTHER UPSTREAM CONNECTIONS EXIST, NOTIFY ARCHITECT IMMEDIATELY. 17. CONTRACTOR SHALL PROVIDE WALK-OFF CARPET MATS (48'X48") AT ALL ENTRANCE DOORS TO DEMOLITION AREA TO PREVENT TRACKING OF DIRT/DEBRIS ONTO EXISTING FLOORING. 18. CONTRACTOR SHALL PROVIDE PROTECTIVE MATERIAL TEMPORARILY SECURED TO EXISTING WALLS, CORNERS, AND DOOR/JAMBS TO PREVENT DAMAGE TO ALL EXISTING FINISHED/SURFACES TO REMAIN. 19. ANY EXISTING WALLS TO REMAIN, WHERE THE BASE BEING REMOVED IS GREATER THAN 4" IN HEIGHT, CONTRACTOR IS TO SKIM COAT THE WALLS FOR A FLUSH APPEARANCE. DEMOLITION NOTES 1 TYP. THROUGHOUT LIMIT OF WORK 2 3 4 5 © DLR GroupRevisions -ALL PROJECT COMMUNICATION TO BE SENT TO MARK REED/MONICA BATES, NOT AOR.5/25/2021 3:31:38 PMC:\Revit\_2020\KH Indianapolis Expansion CD's v_20_hgriffo.rvt23-21100-00 5.26.2021 BID/PERMIT DEMOLITION FLOOR PLAN A1.1250 E. 96TH ST. #580INDIANAPOLIS, IN 46240INDIANAPOLIS, INDIANA1. CONTRACTOR TO REMOVE ALL EXISTING FLUSH POKE-THRU DEVICES. CAP/FILL AND PROVIDE FIRE SEAL FOR CORE DRILL AT FLUSH POKE-THRU DEVICE AS REQUIRED. 2. CONTRACTOR TO REMOVE EXISTING FLOOR AND BASE FINISHES. PATCH AND REPAIR FLOOR TO CREATE A LEVEL SURFACE FOR NEW FLOOR FINISHES. 1/2" FOR EVERY 10'-0". TYPICAL. 3. CONTRACTOR TO REMOVE EXISTING MILLWORK, SINK AND APPLIANCES. REMOVE EXISTING PLUMBING AND CAP BACK TO SOURCE. COORDINATE WITH MEP. 4. CONTRACTOR TO REMOVE EXISTING FLOOR AND BASE FINISHES AS INDICATED ON PLAN. PATCH AND REPAIR FLOOR TO CREATE A LEVEL SURFACE FOR NEW FLOOR FINISHES. 1/2" FOR EVERY 10'-0". TYPICAL. 5. CONTRACTOR TO REMOVE INDICATED PORTION OF RECEPTION DESK. PROTECT ALL OTHER PORTIONS OF DESK DURING DEMOLITON. 1 3 6 12 24 48 PLAN NORTH TRUE NORTH KEYED NOTES A. CONTRACTOR TO REMOVE EXISTING FLOOR AND BASE FINISHES. PATCH AND REPAIR FLOOR TO CREATE A LEVEL SURFACE FOR NEW FLOOR FINISHES. 1/2" FOR EVERY 10'-0". TYPICAL. ** PROJECT NOTES APPLY TO ENTIRE LIMIT OF WORK ** PROJECT NOTES 07/19/21 REF.RF MWMW F.E.C.F.E.C. DN UPDN UP REF.LIMIT OF WORK1. REFER TO SPECIFICATIONS SHEETS FOR ADDITIONAL NOTES. 2. CONTRACTOR IS TO CHALK WALL LAYOUT ON CONCRETE FLOOR PRIOR TO BEGINNING OF PARTITION CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES IN THE DRYWALL LAYOUT FROM THE CONSTRUCTION PLAN. CONTRACTOR SHALL NOT BEGIN FRAMING WITHOUT APPROVAL OF WALL LAYOUT BY THE ARCHITECT. 3. AT LOCATIONS WHERE PARTITIONS ADJOIN MULLIONS, CENTERLINE OF PARTITION IS TO ALIGN WITH CENTERLINE OF MULLION UNLESS NOTED OTHERWISE. PROVIDE CLOSURE STRIP/ SOUND SEAL AT THESE LOCATIONS. DO NOT PENETRATE CURTAIN WALL OR EXTERNAL WINDOW SYSTEM WITH SCREWS, AND OR MECHANICAL FASTENERS, ETC. 4. NEW DRYWALL CONSTRUCTION MEETING EXISTING DRYWALL CONSTRUCTION IN THE SAME PLANE SHALL BE FLUSH WITH NO VISIBLE JOINTS SHOWING. 5. ALL DOORS SHALL HAVE MANEUVERING CLEARANCES AS REQUIRED BY ADA/LOCAL ACCESSIBILITY STANDARDS. 6. WHERE IT IS DEEMED NECESSARY TO ENSURE STABILITY, CONTRACTOR SHALL PROVIDE ADDITIONAL BRACING, ANCHORING, AND/OR BLOCKING IN STUD PARTITIONS. ALL WOOD/BLOCKING SHALL BE FIRE-TREATED AS REQUIRED. 7. ALL PARTITIONS TO BE TYPE "P12" UNLESS NOTED OTHERWISE. REFER TO PARTITION SCHEDULE AND CONSTRUCTION PLAN FOR PARTITION LOCATIONS. CONSTRUCTION PLAN NOTES 8. ALL WALL ANGLES ARE EITHER 90 DEGREES OR 45 DEGREES UNLESS NOTED OTHERWISE. 9. FURR-OUT CORE WALLS AND COLUMNS AT ALL LOCATIONS WHERE ELECTRICAL, TELEPHONE OR PLUMBING OCCUR. REFER TO PLANS FOR LOCATIONS AND COORDINATE MEP PLANS & SPECIFICATIONS. 10. ALL MILLWORK/WOODWORK IS TO BE FABRICATED IN ACCORDANCE WITH ARCHITECTURAL WOODWORK INSTITUTE CUSTOM STANDARDS, UNLESS NOTED OTHERWISE. 11. PROVIDE/RELOCATE FIRE SPRINKLER HEADS IN A 2'x2' PATTERN CENTERED IN TILE. COORDINATE WITH LIGHTING FIXTURES AND ABOVE CEILING CONDITIONS. REFER REFLECTED CEILING PLAN. 12. CONTRACTOR MAY NOT RE-USE EXISTING PLUMBING AT NEW SINKS AND FIXTURES UNLESS EXISTING PLUMBING IS WITHIN 24" OF NEW SINK OR FIXTURE. 13. VERIFY FLOOR PENETRATIONS WITH ARCHITECT, STRUCTURAL ENGINEER AND LANDLORD PRIOR TO INSTALLATION. ALL PENETRATIONS TO BE SEALED PER APPLICABLE CODE. 14. WHERE NOTED ON PLAN, INSTALL 3/4" A.C. GRADE NON- COMBUSTIBLE 48" W X 96" H PLYWOOD BACKBOARD FOR TELEPHONE EQUIPMENT WHICH SHALL BE PAINTED TO MATCH ADJACENT WALL. PLYWOOD SHALL BE SMOOTH, SQUARE, AND HAVE EDGES FILLED AND SANDED SMOOTH. INSTALL WITH TOP OF PLYWOOD AT 8'-4" A.F.F. UNLESS NOTED OTHERWISE. 15. GENERAL CONTRACTOR SHALL PERFORM FIELD SURVEY OF EXISTING WINDOW TREATMENTS AND PROVIDE SEPARATE LINE-ITEM PRICE FOR REPAIRS OR SUPPLEMENTAL PARTS TO ALL EXISTING WINDOW TREATMENTS AT ALL EXTERIOR WINDOWS, TO REPAIR CORDS, WANDS, SLATS IN BLINDS, ETC.. TO ENSURE THAT ALL COMPONENTS ARE IN PLACE AND CONSISTENT IN APPEARANCE AND OPERATION. CONTRACTOR IS TO PROVIDE AND INSTALL NEW BUILDING STANDARD WINDOW COVERINGS AT ALL EXTERIOR WINDOWS WHERE MISSING TO MATCH ADJACENT EXISTING TYPE, STYLE & COLOR. 16. UNDER NO CIRCUMSTANCES IS THE CONTRACTOR TO FURNISH OR INSTALL ANY MATERIALS, ADHESIVES, OR PRODUCTS CONTAINING ASBESTOS. 17. PROVIDE NEW FIRE EXTINGUISHERS IN CABINETS (FEC) PER CODE. VERIFY LOCATIONS WITH FIRE MARSHALL. FIRE EXTINGUISHER TO BE MOUNTED AS INDICATED ON MOUNTING HEIGHT DIAGRAM SHEET A0.3. CONTRACTOR TO PROVIDE CUT SHEETS/DETAILS AND LOCATIONS FOR APPROVAL IN ACCORDANCE WITH ARCHITECTS SPECIFICATIONS. COORDINATE FINISH WITH SPECIFICATION SHEETS UNLESS NOTED OTHERWISE. 18. CONTRACTOR IS RESPONSIBLE FOR FIELD DIMENSIONS OF ALL MILLWORK, GLASS, DOOR OPENINGS, ETC. 19. ANY CONFLICTS IN DIMENSIONS DUE TO FIELD CONDITIONS, TYPOGRAPHICAL ERRORS, OR OTHER SIMILAR CONDITIONS, ARE TO BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. 20. ALL SALVAGEABLE MATERIALS SCHEDULED TO BE DEMOLISHED, SUCH AS DOORS, FRAMES, HARDWARE, MILLWORK, AND OTHER RE-USABLE ITEMS ARE TO BE RETURNED TO BUILDING STOCK, UNLESS NOTED OTHERWISE. COORDINATE ALL SALVAGE AND STORAGE OF THESE ITEMS WITH BUILDING MANAGEMENT. 21. VERIFY CONSTRUCTION TYPE OF ALL EXISTING DEMISING WALLS AT PERIMETER OF LEASE SPACE PRIOR TO BID. ENSURE ALL DEMISING WALLS ARE EXTENDED TO DECK WITH SOUND INSULATION IN ENTIRE WALL CAVITY. ALL NEW DEMISING WALLS ARE TO MATCH THE CONSTRUCTION TYPE 'P13', MEETING THE REQUIREMENTS OF BUILDING STANDARDS. 22. VERIFY THAT ALL ITEMS WHICH PROTRUDE FROM THE WALL IN THE CIRCULATION PATH AND HAVE A LEADING EDGE ABOVE 27" SHALL BE LIMITED TO 4" MAXIMUM PROJECTION FROM THE WALL UP TO A HEIGHT OF 80 INCHES. THIS INCLUDES WALL MOUNTED TELEVISION SCREENS AND ARTWORK FURNISHED BY THE OWNER AND/OR TENANT. AREA NOT IN CONTRACT (NIC) NEW PARTITION -TYPE 'P12' (TYP. U.N.O.) FURNITURE WALL SYSTEM (BY OTHERS) EXISTING PARTITION TO REMAIN DOOR IDENTIFIER, SEE DOOR SCHEDULE SHEET A9.1 FIRE EXTINGUISHER CABINET EXISTING GYP. BD. COLUMN ENCLOSURE TO REMAIN NEW 4X8 FIRETREATED TELEPHONE BACKBOARD MOUNTED VERTICAL, JUST BELOW CEILING DIMENSION / LEADERS ALIGN FACES PARTITIONS CENTERED ON MULLION PLUMBING, ACCESSORIES, & EQUIPMENT SYMBOL OBJECT NOTATIONS: E EXISTING R RELOCATED N NEW ? FEC N 4' - 6" NOTE TEXT CL MW-01 CONSTRUCTION PLAN LEGEND CARD READER, REFER TO ELECTRICAL PLANSCR NEW PARTITION -TYPE 'P13' STANDARD PARTITION U.N.O. 3 5/8" STUD TO UNDERSIDE OF GRID -WITH SOUND CONTROL IN WALL AND ABOVE CEILING REFER P12/SHEET A7.1 KIMLEY-HORN STANDARD PARTITIONS STANDARD PARTITION AT MOTHER'S, CONFERENCE AND SERVER ROOM U.N.O. 3 5/8" STUD TO DECK -WITH SOUND CONTROL REFER P13/SHEET A7.1 VIA CLEARANCE 9'-11 1/8" VIA CLEARANCE 9'-11 1/8" VIA CLEARANCE 9'-7 1/8" VIA CLEARANCE 9'-7 1/8"VIA CLEARANCE8'-11 1/8"VIA C L E A R A N C E 1 0' - 0 "1/A11.1A7.1 54 Sim CONFERENCE 512 OPEN 508 OPEN 509 OFFICE 503 OPEN 507 OFFICE 513 OFFICE 514 OFFICE 502 OFFICE 501 OFFICE 510 OFFICE 511 10'-0" 10'-0" 10'-0" 1 0'- 4 7/8 "13'- 7 1/8" 10'-4"10'-4" 10'-4" 2'-1"V.I.F.10'-2 5/8"TYP. THROUGHOUT LIMIT OF WORK 1 2 4 3 5 5 COFFEE 50010'-4 1/4"500 A E D P13 P13P13P13P13VIA CLEARANCE 4'-4"P13P13P13P136 6 6 P13P13 1 0' - 4 " HUDDLE 504 OFFICE 506 OFFICE 505 P13 P1310'-2 7/8"VIA CLEARANCE 9'-7 1/8"VIA CLEARANCE9'-1 3/8"VIA CLEARANCE9'-10"2/A11.11'-8 1/2" V.I.F. 3'-6 3/8"6"1'-7 1/4" 9 3/8"P13P13 P13 P13 P133/A11.17 8 10'-6"8"8'-0 7/8"© DLR GroupRevisions -ALL PROJECT COMMUNICATION TO BE SENT TO MARK REED/MONICA BATES, NOT AOR.5/25/2021 3:31:43 PMC:\Revit\_2020\KH Indianapolis Expansion CD's v_20_hgriffo.rvt23-21100-00 5.26.2021 BID/PERMIT CONSTRUCTION PLAN A2.1250 E. 96TH ST. #580INDIANAPOLIS, IN 46240INDIANAPOLIS, INDIANA1. CONTRACTOR TO VERIFY ALL EXISTING BLINDS ARE IN WORKING CONDITION. PROVIDE SEPARATE LINE-ITEM PRICE TO REPAIR/REPLACE AS NEEDED. 2. CONTRACTOR TO PROVIDE AND INSTALL NEW COPPER WATER LINE WITH CONTROL VALVE FOR TENANT COFFEE MAKER. REFER TO PLUMBING DRAWINGS. 3. CONTRACTOR TO PROVIDE AND INSTALL SEMI-RECESSED FIRE EXTINGUISHER CABINET AS SPECIFIED AT THIS LOCATION. MAINTAIN CONTINUITY OF FIRE-RATED WALLS AS REQUIRED, TYPICAL. LARSENS VERTICAL DUO DOOR WITH CLEAR ACRYLIC GLASS SS2409-RM. 4. CONTRACTOR TO INSTALL TENANT PROVIDED AED CABINET. SEE SPECIFICATION PRIOR TO FRAMING: LIFEPAK® CR2 DEFIBRILLATOR WITH LIFELINKCENTRAL™ AED PROGRAM MANAGER. MOUNT PER ADA RECOMMENDATIONS. 5. ALIGN CENTERLINE OF PARTITION WITH CENTERLINE OF MULLION/COLUMN. REFER 54/A7.1 FOR PARTITION AND MULLION CONNECTION DETAIL. 6. CONTRACTOR TO VERIFY IF SOUND INSULATION EXISTS INSIDE THE CAVITY OF THE EXISTING DEMISING WALLS. CONTRACTOR IS TO INSTALL NEW ROLL BATT INSULATION INSIDE EXISTING PARTITION AND ABOVE CEILING 3'-0" ON EITHER SIDE OF FINISHED WALL. CONTRACTOR TO EXTEND INDICATED PARTITION TO DECK IF CONDITION IS NOT EXISTING. 7. PATCH AND REPAIR FLOOR TO CREATE A LEVEL SURFACE FOR NEW FLOOR FINISHES. 1/2" FOR EVERY 10'-0". TYPICAL. 8. PATCH AND REPAIR ALL AFFECTED AREAS TO "LIKE NEW" CONDITION, WHERE INDICATED ON PLAN. KEYED NOTES A. CONTRACTOR TO REPAIR EXISTING CONCRETE SLAB THROUGHOUT LIMIT OF WORK AS REQUIRED. FLOAT FLOOR PRIOR TO INSTALLATION OF NEW FLOOR FINISH AND MODULAR WALL SYSTEMS. FLOOR TO BE LEVELED TO 1/2" IN 10'-0" MAX RADIUS. MUST BE COMPLETE PRIOR TO FRAMING. B. CONTRACTOR TO VERIFY ALL EXISTING BLINDS ARE IN WORKING CONDITION. PROVIDE SEPARATE LINE-ITEM PRICE TO REPAIR/REPLACE AS NEEDED. C. ALL PARTITIONS TO BE P12, TYPICAL UNO. D. CONTRACTOR TO NOTIFY DLR GROUP IMMEDIATELY OF ANY DISCREPANCIES BETWEEN DIMENSIONS SHOWN AND FIELD CONDITIONS. E. OFFICE FRONTS ARE TENANT PROVIDED. CONTRACTOR TO COORDINATE WITH TENANT VENDOR. REFER TO 'AZ' SHEETS. REFER A3.1 FOR DETAIL AT HEADER. CONTACT SHANA HILL: shill@businessinteriors.com972.523.4687. NO BLOCKING REQUIRED ** PROJECT NOTES APPLY TO ENTIRE LIMIT OF WORK ** PROJECT NOTES 1 3 6 12 24 48 PLAN NORTH TRUE NORTH SCALE: 1/8" = 1'-0" CONSTRUCTION PLAN 07/19/21 REF.F.E.C.H1CDN UPDN UP REF.LIMIT OF WORK1. CONTRACTOR TO PERFORM FIELD INSPECTION OF EXISTING HVAC EQUIPMENT, VAV BOXES, FAN POWERED BOXES, LIEBERT (PRECISION COOLING UNITS) AND DUCTWORK PRIOR TO CONSTRUCTION. CONTRACTOR SHALL PROVIDE SEPARATE ESTIMATE TO BUILDING OWNER FOR ANY REPAIRS NECESSARY TO THE HVAC SYSTEM NOT INCLUDED IN SCOPE OF WORK. CONTRACTOR WILL BE RESPONSIBLE FOR ANY REPAIRS DUE TO DAMAGE DURING SUBSEQUENT DEMOLITION OR CONSTRUCTION. 2. DIMENSIONS SHOWN ARE FROM FACE OF WALL TO CENTERLINE OF LIGHT FIXTURE (U.N.O) 3. FURNISH/INSTALL LIGHT FIXTURES AS SCHEDULED, UNLESS NOTED OTHERWISE IN LIGHT FIXTURE SCHEDULE, THROUGHOUT TENANT'S LEASE SPACE. ALL WIRING WITHIN TENANT'S LEASE SPACE IS THE RESPONSIBILITY OF THE CONTRACTOR. 4. REFER TO MEP/AV PLANS FOR ADDITIONAL COORDINATION. 5. PROVIDE STENCILING ABOVE LAY-IN CEILING USING THE FOLLOWING VERBIAGE: "FIRE AND SMOKE BARRIER-PROTECT ALL OPENINGS". STENCILS SHALL BE LOCATED ON BOTH SIDES OF RATED PARTITIONS AND PLACED EVERY 6'-0" O.C. 6. PRIOR TO ORDERING FIXTURES, CONTRACTOR SHALL VERIFY ADEQUATE DEPTH BETWEEN CEILING GRID AND ANY OBSTRUCTIONS IN PLENUM THAT WOULD PREVENT INSTALLATIONS AND NOTIFY ARCHITECT IMMEDIATELY. 7. THERMOSTATS SHALL BE LOCATED FREE AND CLEAR OF FURNITURE SYSTEMS. 8. SHOULD CONFLICT ARISE BETWEEN LIGHT FIXTURE LAYOUT AND FIRE PROTECTION SYSTEM, PLUMBING SYSTEM, EXIT SIGNS OR MECHANICAL EQUIPMENT, LIGHT FIXTURE LAYOUT SHALL TAKE PRECEDENCE. ADJUSTMENT OF CONFLICTING ELEMENTS SHALL BE MADE IN SUCH A WAY AS TO MAINTAIN ENGINEERING DESIGN INTENT/CODE COMPLIANCE. NOTIFY ARCHITECT OF SUCH CONFLICTS. 9. REFER TO REFLECTED CEILING PLAN FOR CEILING HEIGHTS. REFERENCE TO WALL TYPES FOR WALL TO CEILING CONDITIONS. 10. CONTRACTOR SHALL FURNISH AND INSTALL ALL LIGHTS, SWITCHES, EMERGENCY DEVICES AND HVAC EQUIPMENT & SHALL PERFORM ALL WORK AS SHOWN ON OR IMPLIED ON ALL PLANS. 11. LIGHT SWITCH INDICATES LOCATION ONLY. CONTRACTOR TO VERIFY QUANTITY OF LIGHT FIXTURES PER CIRCUIT AND QUANTITY OF SWITCHES REQUIRED. PROVIDE AND INSTALL ADDITIONAL SWITCHES AS REQUIRED. 12. CIRCUITING INDICATED IS FOR SWITCHING PURPOSES ONLY, AT INDIVIDUAL ROOMS, LIGHTS WITHIN THAT ROOM ARE TO BE CIRCUITED TO THE SWITCH INDICATED FOR THAT ROOM. 13. CONTRACTOR TO VERIFY ALL EXISTING FIXTURES, BALLASTS, AND LIGHTS ARE IN OPERABLE CONDITION. CLEAN LENSES AND REPLACE LAMPS, BALLASTS, AND LENSES AS REQUIRED. ALL LAMPS SHALL BE CONSISTENT IN COLOR THROUGHOUT. 14. CONTRACTOR SHALL PROVIDE AND RELOCATE FIRE PROTECTION DEVICES AS REQUIRED, I.E.: FIRE ALARMS, DETECTORS, SPEAKERS, STROBES, 24 HOUR EMERGENCY LIGHTS, ETC. CONTRACTOR TO PROVIDE AND INSTALL ALL EMERGENCY WARNING SYSTEMS PER ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODE REQUIREMENTS. ALL EMERGENCY WARNING SYSTEMS SHALL INCLUDE BOTH AUDIBLE AND VISUAL ALARM DEVICES THAT COMPLY WITH ADA TITLE III. 15. RE-USED CEILING DIFFUSER/RETURN AIR GRILLS SHALL BE CLEANED, PAINTED AS REQUIRED TO MATCH ALL NEW DEVICES IN CEILING. 16. CONTRACTOR TO FIELD VERIFY PRIOR TO START OF CONSTRUCTION AND COORDINATE LOCATIONS OF NEW AND EXISTING HVAC EQUIPMENT WITH LIGHT FIXTURES SHOWN. CONTRACTOR IS RESPONSIBLE FOR ANY RELOCATION OF HVAC EQUIPMENT IN THEIR SCOPE OF WORK AND CONTRACT. NOTIFY ARCHITECT OF ANY CONFLICTS. PROVIDE THERMOSTATS 48" TO HIGHEST OPERABLE PART AS REQUIRED PER MECHANICAL PLAN. 17. CONTRACTOR IS RESPONSIBLE FOR TEST AND BALANCE OF HVAC AS REQUIRED PER NEW PARTITION LAYOUT AND IS TO PROVIDE ARCHITECT AND PROPERTY MANAGEMENT WITH NEW AIR BALANCE REPORT FROM AN APPROVED INDEPENDENT NEBB CERTIFIED HVAC CONTRACTOR PRIOR TO SUBSTANTIAL COMPLETITION. 18. CONTRACTOR TO RELOCATE EXISTING SPRINKLER HEADS AS REQUIRED PER CODE IN AREAS AFFECTED BY DEMOLITION/ CONSTRUCTION. SPRINKLER HEADS ARE TO BE CENTERED IN CEILING TILE. FIRE SPRINKLER CONTRACTOR IS RESPONSIBLE FOR PROVIDING NEW CALCULATIONS AND DRAWINGS AS A DEFERRED SUBMITTAL PRIOR TO COMMENCING ANY SPRINKLER WORK. 19. PROVIDE EXIT LIGHTS AS INDICATED ON THE MEP DRAWINGS. CONTRACTOR TO VERIFY QUANTITY AND LOCATIONS OF 24 HOUR EMERGENCY LIGHTS AND EXIT LIGHTS REQUIRED BY BUILDING INSPECTOR. EXIT SIGNS SHALL BE LOCATED IN DIRECTION OF TRAVEL TO NEAREST FIRE EXIT. EXIT SIGN DIRECTIONAL INDICATIONS IN DIRECTION OF NEAREST FIRE EXIT. 20. ALL NEW DOWN LIGHTS AND WALL WASHER GROUPINGS ARE TO BE ON SEPARATE CIRCUITS, UNLESS NOTED OTHERWISE. REFER TO ENGINEERED LIGHTING PLAN. 21. ALL NEW OR RELOCATED LIGHT FIXTURES ARE TO BE CENTERED IN CEILING TILE, UNLESS NOTED OTHERWISE. 22. IF MEP DRAWINGS ARE NOT PROVIDED, CONTRACTOR IS TO "DESIGN-BUILD" HVAC MECHANICAL SYSTEMS AS REQUIRED TO ACHIEVE REQUIRED DESIGN & CFM REQUIREMENTS PER ASHRAE & BUILDING STANDARDS. ALL DIFFUSERS, DUCTWORK, VAV BOXES, & THERMOSTATS ARE TO BE RELOCATED AND/OR PROVIDED NEW AS REQUIRED. FLEXIBLE DUCT IS NOT TO EXCEED 5'-0" IN LENGTH. 23. ALL NEW SWITCHES TO BE MOUNTED 48" TO HIGHEST OPERABLE PART TO COMPLY WITH ADA TITLE III REQUIREMENTS. 24. ALL NEW OUTLET RECEPTACLES AND COVER PLATES SHALL BE AS SPECIFIED ON SHEET A0.6 UNDER SECTION 26 00 00 ELECTRICAL UNLESS NOTED OTHERWISE. RETROFIT ALL EXISTING NON- STANDARD RECEPTACLES AND COVER PLATES TO MATCH NEW SPECIFIED RECEPTACLES AND COVER PLATES. 25. ALL EXISTING HVAC SHALL BE BROUGHT INTO COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES (INCLUDING, BUT NOT LIMITED TO) WRAPPING DUCTS WITH INSULATION. 26. CONTRACTOR SHALL ENSURE THAT ALL LIGHTING & MECHANICAL SYSTEMS COMPLY W/ THE REQUIREMENTS OF THE INTERNATIONAL ENERGY CONSERVATION CODE AS ADOPTED BY LOCAL CODE. 27. CONTRACTOR SHALL FIELD VERIFY EXISTING THERMOSTATS THROUGHOUT LIMIT OF WORK. WHEN ELECTRONIC DIGITAL CONTROLLED T-STAT IS TO BE USED, REFER TO BUILDING STANDARDS. REFER SPECIFICATION SHEETS FOR DETAIL SPECS. 28. AUDIBLE AND VISUAL ALARM DEVICES SHALL BE INSTALLED IN ALL COMMON USE EMPLOYEE WORK AREAS, INCLUDING BUT NOT LIMITED TO STORAGE ROOMS, WORK ROOMS, BREAK ROOMS, MEETING ROOMS, CONFERENCE ROOMS, ETC AND SHALL COMPLY WITH ALL STATE REGULATIONS. UNLESS NOTED OTHERWISE, ALL AUDIBLE AND VISUAL ALARM DEVICES SHALL BE WHITE WITH RED LETTERING AND CEILING MOUNTED. REFLECTED CEILING PLAN GENERAL NOTES REFLECTED CEILING PLAN LEGEND CEILING TYPES GWB, GYPSUM BOARD CEILING ACT-1; 2X2 XXX X-XX CEILING TYPE CEILING HEIGHT REFER TO FINISH SCHEDULE FOR CEILING SPECIFICATIONS. 24" X 24" LIGHT FIXTURE REFER TO LIGHTING SCHEDULE FOR SPECIFICATION SQUARE DOWNLIGHT REFER TO LIGHTING SCHEDULE FOR SPECIFICATION LIGHT FIXTURE TYPES EXIT SIGNAGE, BLDG STD LIGHT SWITCH LOCATION DIMMABLE LIGHT SWITCH LOCATION ROOM OCCUPANCY SENSOR WIRELESS ACCESS POINTS, REFER TO LOW VOLTAGE PLANS 24" X 48" LIGHT FIXTURE REFER TO LIGHTING SCHEDULE FOR SPECIFICATION 4 7/8" STANDARD WALL - FLOOR TO CEILING W/ ACOUSTIC INSULATION TEGULAR CEILING SHOWN FOR REFERENCE ONLY REFER TO SPECIFICATIONS FOR SPECIFIED CEILING J-MOLD EDGE TRIM TYP. ALL LOCATIONS FULL BATT INSULATION IN ALL WALL CAVITIES BRACING TO STRUCTURE ABOVE (E) STRUCTURE ABOVE, TYP. (N.I.C.) ACOUSTIC BATT INSULATION ABOVE FINISH CEILING 3'-0" ON EACH SIDE OF WALL REF. RCPEQ EQ CONFERENCE 512 OPEN 509 OFFICE 503 OPEN 507 OFFICE 513 OFFICE 514 OFFICE 502 OFFICE 501 OFFICE 510 OFFICE 511 UC A A A A A A A H1 H1 C C C C C C C C C C A A A A A A A A A A A A A A A A A A A A A B A A A A A A B A B TYP. UNO ACT-1 8' -5" 1 TYP. THROUGHOUT LIMIT OF WORK 2 3 OPEN 508 15 A7.1 57 A3.1 TYP. 4 5 53 A7.1 OFFICE 505 HUDDLE 504 OFFICE 506 15 A7.1 4 EQ E Q B B B B UC 53 A7.1 C LINE OF VERTICAL FRAME IN ELEVATION CEILING EDGE TRIM TYP. ALL LOCATIONS 3 5/8" METAL STUD FRAMING REFER TO ALLOWABLE HEIGHTS CHART FOR GUAGE AND SPACING CONTINUOUS ACOUSTIC MASTIC AT TOP TRACK; SLIP TRACK AS REQUIRED REF. RCP (E) CONC. DECK ABOVE (N.I.C.) ACOUSTIC BATT INSULATION ABOVE FINISH CEILING 4'-0" ON EACH SIDE OF WALL TEGULAR CEILING SHOWN FOR REFERENCE ONLY REFER TO SHEET A3.1 FOR SPECIFIED CEILING © DLR GroupRevisions -ALL PROJECT COMMUNICATION TO BE SENT TO MARK REED/MONICA BATES, NOT AOR.5/25/2021 3:31:49 PMC:\Revit\_2020\KH Indianapolis Expansion CD's v_20_hgriffo.rvt23-21100-00 5.26.2021 BID/PERMIT REFLECTED CEILING PLAN A3.1250 E. 96TH ST. #580INDIANAPOLIS, IN 46240INDIANAPOLIS, INDIANALIGHTING FIXTURE SCHEDULE.. TYPE FIXTURE INFORMATION LAMP COMMENTSMANUFACTUER CATALOG NUMBER DESCRIPTION A LSI INDUSTRIES LPEC24-LED-60L-UNV-DIM1-35 RECESSED LED 2' X 4' TROFFER LED/3500K/80 +CRI RECESSED IN CEILING TILE. 'AE' IS AN EMERGENCY FIXTURE PLACED BY MEP B LSI INDUSTRIES LPEC22-LED-55L-UNV-DIM1-35 RECESSED LED 2' X 2' TROFFER LED/3500K/80 +CRI C GOTHAM EVO-SQ-35/15-6AR-LSS-MVOLT-EZ10-TR W6 6" SQUARE DOWNLIGHT RECESSED IN CENTER OF CEILING TILE LED H1 EUREKA CYCLE 4800-36-LED-35-120-DV-RDP-AC-60-WHM DECORATIVE FIXTURE LED UC LITHONIA RAZ-24IN-30K-90CRI-(BLANK)-RAZTRAN S24MVOLT-RAX ERC UNDER CABINET LED 1. ALL EMERGENCY FIXTURES TO BE INTEGRATED INTO THE LIGHT FIXTURES. NO "FROG EYES". REFER TO MEP FOR LOCATIONS 2. GENERAL CONTRACTOR AND CEILING CONTRACTOR TO REFER TO DETAIL #56 THIS SHEET FOR ABOVE CEILING INSULATION REQUIRED AT ALL PARTITIONS NOT SCHEDULED TO GO TO DECK. 3. CONTRACTOR TO PROVIDE HOUSE AIR (SUPPLY) AND RETURN IN EACH PRIVATE OFFICE AND TENANT SERVER ROOM. 4. CEILING GRID/LIGHTING TO BE CENTERED OVER FURNITURE. COODINATE WITH FURNITURE VENDOR. 5. ALIGN NEW GRID/TILE WITH EXISTING AND CONTINUE LIGHTING FIXTURE LAYOUT FROM EXISTING OPEN OFFICE SPACE INTO NEW SCOPE OF WORK. 1 3 6 12 24 48 PLAN NORTH TRUE NORTH KEYED NOTES SCALE: 3" = 1'-0"A3.1 56 CEILING INSULATION SECTIONNOTE: REFER TO ELECTRICAL PLANS FOR COORDINATION AND ADDITIONAL REQUIREMENTS SCALE: 3" = 1'-0"A3.1 57 HEADER AT VIA FRONT (P20) SECTION. 07/19/21 GENERAL NOTES ALLOWABLE HEIGHTS FOR GYPSUM BOARD WALLS BASED ON STUD DEPTH AND GAUGE 2-1/2 3-5/8 4 6 1-5/8 16'-5" 9'-8" 11'-3" 14'-4" 8'-4" 12'-10" 18'-4" 15'-4" 24'-6" 19'-9" STUDS AT 16" ON CENTER Stud Depth (in) 20 ga Allowable Height 25 ga Allowable Height 1. REFER TO SPEC. SECTION 09 21 00 - "GYPSUM BOARD ASSEMBLIES" FOR RELATED DATA. 2. REFER TO FINISH PLAN FOR WALL FINISHES. 3. STEEL STUDS, FLOOR AND CEILING RUNNERS FABRICATED FROM GALVANIZED STEEL WITH GAUGE AS INDICATED IN STUD SELECTION CHART. 1. PROVIDE CONTROL JOINTS FOR DRYWALL PARTITIONS AND CEILINGS. WHERE INDICATED ON PLAN AND ELEVATIONS. CONTROL JOINT SPACING SHALL NOT EXCEED MAXIMUM SPACING REQUIRED BY USG SPECIFICATIONS. 4 7/8" STANDARD WALL -FLOOR TO CEILING W/ ACOUSTIC INSULATION TEGULAR CEILING SHOWN FOR REFERENCE ONLY REFER TO SPECIFICATIONS FOR SPECIFIED CEILING J-MOLD EDGE TRIM TYP. ALL LOCATIONS 3 5/8" METAL STUD FRAMING AT 16" O.C. (TYP.) REFER TO ALLOWABLE HEIGHTS CHART FOR GAUGE AND SPACING 5/8" GYPSUM BOARD (BOTH SIDES) BASE AS SCHEDULED FULL BATT INSULATION IN ALL WALL CAVITIES SET BOTTOM TRACK IN CONTINUOUS BED OF ACOUSTIC MASTIC FLOORING AS SCHEDULED GC NOTE: PROVIDE 1'-0" MIN. LINEAR SPACING BETWEEN POWER & DATA WALL BOXES ON OPPOSING SIDES OF PARTITION REF. RCP BRACING TO STRUCTURE ABOVE ACOUSTIC BATT INSULATION ABOVE FINISH CEILING 4'-0" ON EACH SIDE OF WALL (E) CONC. DECK ABOVE (N.I.C.) 8" (MAX.) 4 7/8" STANDARD WALL -FLOOR TO STRUCTURE ABOVE W/ ACOUSTIC INSULATION (E) CONC. DECK ABOVE (N.I.C.) TEGULAR CEILING SHOWN FOR REFERENCE ONLY REFER TO SPECIFICATIONS FOR SPECIFIED CEILING CEILING EDGE TRIM TYP. ALL LOCATIONS 3 5/8" METAL STUD FRAMING AT 16" O.C. (TYP.) REFER TO ALLOWABLE HEIGHTS CHART FOR GAUGE AND SPACING 5/8" GYPSUM BOARD (BOTH SIDES) BASE AS SCHEDULED FULL BATT INSULATION IN ALL WALL CAVITIES SET BOTTOM TRACK IN CONTINUOUS BED OF ACOUSTIC MASTIC FLOORING AS SCHEDULED GC NOTE: PROVIDE 1'-0" MIN. LINEAR SPACING BETWEEN POWER & DATA WALL BOXES ON OPPOSING SIDES OF PARTITION CONTINUOUS ACOUSTIC MASTIC AT TOP TRACK; SLIP TRACK AS REQUIRED 4 7/8" REF. RCP 8" (MAX.) 8" (MAX.) LINE OF VERTICAL FRAME IN ELEVATION CEILING EDGE TRIM TYP. ALL LOCATIONS 3 5/8" METAL STUD FRAMING REFER TO ALLOWABLE HEIGHTS CHART FOR GUAGE AND SPACING CONTINUOUS ACOUSTIC MASTIC AT TOP TRACK; SLIP TRACK AS REQUIRED REF. RCP (E) CONC. DECK ABOVE (N.I.C.) ACOUSTIC BATT INSULATION ABOVE FINISH CEILING 4'-0" ON EACH SIDE OF WALL TEGULAR CEILING SHOWN FOR REFERENCE ONLY REFER TO SHEET A3.1 FOR SPECIFIED CEILING LINE OF VERTICAL FRAME IN ELEVATION TEGULAR CEILING SHOWN FOR REFERENCE ONLY REFER TO SHEET A3.1 FOR SPECIFIED CEILING CEILING EDGE TRIM TYP. ALL LOCATIONS 3 5/8" METAL STUD FRAMING REFER TO ALLOWABLE HEIGHTS CHART FOR GUAGE AND SPACING CONTINUOUS ACOUSTIC MASTIC AT TOP TRACK; SLIP TRACK AS REQUIRED REF. RCP (E) CONC. DECK ABOVE (N.I.C.)1 1/2"EXISTING SILL SHIM AS REQUIRED EXISTING BUILDING GLAZING SYSTEM W/MULLION (N.I.C.) BREAK METAL END CAP, FINISH TO MATCH EXTERIOR METAL FRAMING. ATTACH WITH DOUBLE STICK TAPE. NO MECHANICAL FASTENERS 2 1/2" METAL STUD FRAMING W/ 5/8" GYPSUM BOARD EACH SIDE -REFER TO CONSTRUCTION PLAN FOR EXTENT OF INSULATION REQUIREMENTS SOUND ATTENUATION SAFB 3/8" CLOSED CELL NEOPRENE WITH DOUBLE STICK ATTACHMENT TO MULLION, SEAL WITH ACOUSTICAL SILICONE SEALANT BOTH SIDES TYP EXISTING COLUMN WHERE OCCURRING 5/8" GYPSUM BOARD ON METAL FRAMING TYPICAL METAL FRAMING TO DECK MIN.0' - 6"ARMSTRONG SHADOW MOULDING -7873 FINISH CEILING SEE RCP METAL FRAMING TO DECK SUSPENDED ACOUSTICAL CEILING TILE. SUSPENDED ACOUSTICAL CEILING GRID MIN.0' - 6"ALIGN FINISHED FACE OF WALL BEYOND WHERE OCCURS. 5/8" GYP ON METAL FRAMING ARMSTRONG SHADOW MOULDING -7873 FINISH CEILING SEE RCP FINISH CEILING SEE RCP SCALE: 3" = 1'-0"A7.1 56 PARTITION TYPE P12 SECTION SCALE: 3" = 1'-0"A7.1 55 PARTITION TYPE P13 SECTION SCALE: 3" = 1'-0"A7.1 14 PARTITION TYPE P19 -VIA GLASS WALL SECTION (OFFICE) (TYPICAL FOR CONFERENCE, MOTHERS & SERVER ROOMS) (TYPICAL U.N.O.) SCALE: 3" = 1'-0"A7.1 15 HEADER AT VIA FRONT (P20) SECTION (CONFERENCE ROOM)© DLR GroupRevisions -ALL PROJECT COMMUNICATION TO BE SENT TO MARK REED/MONICA BATES, NOT AOR.5/25/2021 3:31:51 PMC:\Revit\_2020\KH Indianapolis Expansion CD's v_20_hgriffo.rvt23-21100-00 5.26.2021 BID/PERMIT PARTITION DETAILS A7.1250 E. 96TH ST. #580INDIANAPOLIS, IN 46240INDIANAPOLIS, INDIANASCALE: 3" = 1'-0"A7.1 54 DETAIL AT COLUMN/MULLION TRANSITION SCALE: 1 1/2" = 1'-0"A7.1 52 ACT TO PARTITION AT ACT SCALE: 1 1/2" = 1'-0"A7.1 53 GYP SOFFIT AT ACT CEILING 07/19/21 ACOUSTIC SEALS ON EACH SIDE EXISTING WALL BY OTHERS OUTER CHANNEL COVER TRIM INNER CHANNEL RANGE: 2-5/8" ± 3/8" DOUBLE GLAZED CAPTURED GLASS FRAME 3 15/16"1/4"ACOUSTIC SEALS ON EACH SIDE EXISTING WALL BY OTHERS OUTER CHANNEL COVER TRIM RANGE: 3-3/4" ± 3/4" DOUBLE GLAZED CAPTURED GLASS FRAME 3 15/16"1/4"ACOUSTIC SEALS ON EACH SIDE EXISTING WALL BY OTHERS DOUBLE GLAZED CAPTURED GLASS FRAME OUTER CHANNEL COVER TRIM INNER CHANNEL RANGE: 5-5/8" ± 1-1/8" 3 15/16"1/4"Place switch on wall at min 10" and max. 16". Locate all switches in project at the same distance from the face of the end cap of demising wall. Switches on door side of offices U.N.O.10" - 16"CL Switch to FF3 15/16"1/4"SV.I.A. glass wall front STANDARD PAINT COLOR from exposed wall cap should wrap interior elevation by 2" Hold off ACCENT PAINT COLOR by 2" from edge of interior wall1/4"ACOUSTIC SEALS EXISTING DRYWALL FURRDOWN BY OTHERS CEILING TRACK STRUCTURAL HORIZONTAL 1/2" GLASS DOOR INNER TRIM FULL HEIGHT SLIDING DOOR FRAME 3 1/16"2 1/4"1 1/4"±3/4"SLIDING DOOR TRACK 2 1/4" 1/4" ACOUSTIC DROP SEAL WALL OFFSET FROM GYPSUM HEADER ACOUSTIC SEALS ACOUSTIC SEALS ACOUSTIC SEALS ACOUSTIC SEALS ACOUSTIC SEALS GLAZING STRIPS EXISTING DRYWALL FURRDOWN BY OTHERS 3 15/16"1 15/16"1 1/4"±3/4" 1 1/4"±3/4"1 15/16"FLOOR TRACK BASE TRIM STRUCTURAL HORIZONTAL STRUCTURAL HORIZONTAL CEILING TRACK 1/4" GLASS 3/4" 2 1/4" 1/4" WALL OFFSET FROM GYPSUM HEADER ACOUSTIC SEALS EXISTING DRYWALL FURRDOWN BY OTHERS CEILING TRACK 1 1/4"±3/4"1 15/16"STRUCTURAL HORIZONTAL 1/2" GLASS DOOR FULL HEIGHT DOOR FRAME 2 1/4" 1/4" WALL OFFSET FROM GYPSUM HEADER CONTINUOUS GASKET ACOUSTIC DROP SEAL POST INNER TRIM GLASS DOOR ACOUSTIC SEAL SLIDING DOOR FRAME 7/8"7/8" 1/4" DOUBLE GLAZED CAPTURED GLASS FRAME3 15/16"ACOUSTIC SEAL POST GLASS DOOR INNER TRIM DOUBLE GLAZED CAPTURED GLASS FRAME3/4" 3/4"7/8" 1/4"3 15/16"CONTINUOUS GASKET HINGE COVER GLASS DOOR V.I.A. HINGE DOUBLE GLAZED CAPTURED GLASS FRAME 7/8"7/8" 1/4"3 15/16" GLASS DOOR 7/8" 7/8" 1/4"ACOUSTIC SEAL POST DOOR FRAME STRIKE PLATE DOUBLE GLAZED CAPTURED GLASS FRAME3 15/16"© DLR GroupRevisions -ALL PROJECT COMMUNICATION TO BE SENT TO MARK REED/MONICA BATES, NOT AOR.5/25/2021 3:31:53 PMC:\Revit\_2020\KH Indianapolis Expansion CD's v_20_hgriffo.rvt23-21100-00 5.26.2021 BID/PERMIT V.I.A. WALL DETAILS, FOR REFERENCE ONLY A7.2250 E. 96TH ST. #580INDIANAPOLIS, IN 46240INDIANAPOLIS, INDIANAWALL AND DOOR SECTIONS WALL DETAILS (HORIZONTAL SECTIONS) WALL DETAILS ACOUSTIC PRIVACY DETAILS (VERTICAL SECTIONS) (HORIZONTAL SECTIONS) LEGEND NOTES FASTENER TYPE:#14 -1" PHILLIPS HEAD SMS WITH PLASTIC ANCHOR AT DRYWALL FURRDOWNWALL SECTION WALL DETAIL FOR REFERENCE ONLY SCALE: 3" = 1'-0"A7.2 12 MINI-END SMALL SCALE: 3" = 1'-0" A7.2 11 MINI-END MEDIUM SCALE: 3" = 1'-0" A7.2 10 MINI-END LARGE SCALE: 3" = 1'-0" A7.2 9 LIGHTSWITCH (BY OTHERS) PLACEMENT AT V.I.A.WALL FRONTS SCALE: 3" = 1'-0"A7.2 8 ACCENT PAINT (BY OTHERS) DETAIL AT V.I.A.WALL FRONTS SCALE: 3" = 1'-0" A7.2 7 FULL HEIGHT GLASS SLIDING DOOR SCALE: 3" = 1'-0" A7.2 6 MONOLOTHIC DOUBLE GLAZED GLASS SCALE: 3" = 1'-0"A7.2 5 FULL HEIGHT SWING GLASS DOOR SCALE: 3" = 1'-0"A7.2 4 GLASS SLIDING DOOR TRAILING EDGE AT POST SCALE: 3" = 1'-0"A7.2 3 GLASS SLIDING DOOR AT LATCH SIDE SCALE: 3" = 1'-0"A7.2 2 GLASS SWING DOOR HINGE AT POST SCALE: 3" = 1'-0"A7.2 1 GLASS DOOR LATCH WITH SMALL PATCH 07/19/21 REF.RFMWMWF.E.C.MWCRDN UPDN UP REF.LIMIT OF WORKD1 1-3/4" THICK P.LAM DOOR, REFER TO DOOR SCHEDULE FOR FINISH F1 STANDARD 3-PIECE DOOR FRAME ELECTRICALLY LOCKED EGRESS DOORS SHALL COMPLY WITH 2018 IBC SECTION 1010.1.9.10. NO DELAYED EGRESS IS PERMITTED GROUP 1 -SINGLE SOLID DOOR (WITH SECURITY) MATCH HARDWARE OF EXISTING EGRESS AND SERVER DOORS WITHIN SUITE. REFER SHEET A9.1 'KIMLEY-HORN SECURITY SPECIFICATIONS' FOR GENERAL CONTRACTOR SCOPE OF WORK AT SECURITY DOOR GL-01 1/4" THICK TEMPERED CLEAR GLASS GL-02 3/8" THICK TEMPERED CLEAR GLASS GL-03 1/2" THICK TEMPERED CLEAR GLASS W/POLISHED EDGES GL-04 3/4" THICK TEMPERED CLEAR GLASS W/POLISHED EDGES DOOR GLAZING LEGEND AL ALUMINUM GL GLASS HM HOLLOW METAL DOOR & FRAME ASSEMBLY SCW SOLID CORE WOOD DOOR/FRAME CONSTRUCTION TYPE LEGEND CAA CLEAR ANODIZED ALUMINUM P-XX PAINT -SEMI-GLOSS FINISH PL PLASTIC LAMINATE ST STAINED WOOD VENEER DOOR/FRAME FINISH LEGEND A. DOOR AND FRAME ASSEMBLIES SHALL COMPLY WITH ALL SCHEDULED REQUIREMENTS, GENERAL NOTES & LEGENDS, DOOR AND FRAME DETAILS, AND PROJECT SPECIFICATIONS. B. CONTRACTOR TO COORDINATE DOOR HARDWARE HANDING & SIZING, AND INTEROPERABILITY OF COMPONENTS BASED ON SCHEDULED HARDWARE MANUFACTURERS DOCUMENTATION AND CORRESPONDING DETAILS. C. ALL RATED DOOR & FRAME ASSEMBLIES SHALL INCLUDE ALL HARDWARE REQUIRED FOR RATING, WHICH SHALL BE UL APPROVED AND LABELED D. COORDINATE TENANT KEYWAYS WITH BUILDING ENGINEER AND TENANT REQUIREMENTS E. ALL ALUMINUM DOOR FRAMES SHALL BE "WESTERN INTEGRATED", "WILSON PARTITIONS", OR EQUAL. F. ALL DOOR HARDWARE FINISH SHALL BE: CLEAR ANODIZED ALUMINUM) G. PAINTED DOORS AND FRAMES ARE TO BE PAINTED WITH SEMIGLOSS TO MATCH ADJACENT WALL. H. ALL LOCKSETS ARE TO BE COMPATIBLE WITH BUILDING MANAGEMENT MASTER. COORDINATE KEYING MATRIX WITH TENANT AND BUILDING MANAGEMENT DOOR/FRAME/HARDWARE NOTES METAL STUD WALL -SEE PLANS FOR WALL TYPES SEE SPECIFICATION SHEET A0.5 FOR HEAD/JAMB/ SILL DETAILS @ METAL STUD FRAMING ALUMINUM KNOCK DOWN FRAME - SEE DOOR AND FRAME SCHED. DOOR -SEE DOOR AND FRAME SCHED. SEALANT BOTH SIDES, TYP SILL AND COMPRESSION ANCHORS AS OCCUR 0' - 0 1/2" 0' - 0 1/2"0' - 4"WALL WHERE OCCURS ACOUSTICAL SOUND BATT INSULATION DOOR PER PLAN. REFER TO DOOR SCHEDULE FOR ADDITIONAL INFORMATION SIDE-LIGHT WHERE OCCURS. SEE DOOR SCHEDULE / PLAN FOR ADDITIONAL INFORMATION PARTITION PER PLAN SCHEDULED DOOR STOP TYP. SWITCH / T-STAT TYP REFER TO DOOR SCHEDULE FOR HARDWARE INFORMATION DOOR PER PLAN. REFER TO DOOR SCHEDULE FOR ADDITIONAL INFORMATION SIDE-LIGHT WHERE OCCURS. SEE DOOR SCHEDULE / PLAN FOR ADDITIONAL INFORMATION PARTITION PER PLAN SWITCH / T-STAT TYP REFER TO DOOR SCHEDULE FOR HARDWARE INFORMATION 6".6". @ SLIDING DOOR@ SWING DOOR S SS S CRIPPLE STUD INFILL STUD HEADER TRACK JAMB STUDS FASTENER NON-LOAD BEARING SINGLE TRACK HEADER AT DOOR CRIPPLE STUD INFILL STUD HEADER TRACK JAMB STUDS FASTENER LOAD BEARING BOX HEADER AT DOOR ANGLE HEADER MEMBERS CONFERENCE 512 OPEN 508 OPEN 509 OFFICE 503 OPEN 507 OFFICE 513 OFFICE 514 OFFICE 502 OFFICE 501 OFFICE 510 OFFICE 511 COFFEE 500 500 OFFICE 505 HUDDLE 504 OFFICE 506 © DLR GroupRevisions -ALL PROJECT COMMUNICATION TO BE SENT TO MARK REED/MONICA BATES, NOT AOR.5/25/2021 3:31:56 PMC:\Revit\_2020\KH Indianapolis Expansion CD's v_20_hgriffo.rvt23-21100-00 5.26.2021 BID/PERMIT DOOR SCHEDULE & DOOR/FRAME DETAILS A9.1250 E. 96TH ST. #580INDIANAPOLIS, IN 46240INDIANAPOLIS, INDIANASCALE: 3" = 1'-0" ALUM DR FRAME -HEAD/JAMB DOOR TYPE ELEVATIONS DOOR FRAME TYPE ELEVATIONS DOOR HARDWARE GROUPS HARDWARE SPECIFICATIONS SCALE: 1 1/2" = 1'-0" TYPICAL DOOR & SWITCH LAYOUT SCALE: 1" = 1'-0" TYP DOOR OPENING FOR LIGHT GAUGE FRAMING DOOR PLAN KIMLEY-HORN SECURITY SPECIFICATIONS FINISH: BUILDING STANDARD -US32D (SATIN STAINLESS STEEL) LEVER/ROSE STYLE: SARGENT B LEVER / LN ROSE BUTT HINGES: HAGER COMPANIES: NO. 1279 OR BB1279 - 4.5". PROVIDE IN WIDTH SUFFICIENT OT CLEAR TRIM WHEN DOOR SWINGS 180-DEGREES, WHETHER OR NOT SHOWN TO DEGREE OF OPENING ON PLAN. MORTISE: EQUAL TO SARGENT 8200 OFFICE LOCKSET: EQUAL TO SARGENT 8205 PASSAGE LATCHSET: EQUAL TO SARGENT 8215 STOREROOM LOCKSET: EQUAL TO SARGENT 8204 PRIVACY LOCKSET: EQUAL TO DORMA M9996 WITH DORMA 79019 OCCUPANCY INDICATOR ELECTRIFIED LOCKSET: REFER SECURITY HARDWARE NOTES MAGNETIC LOCK: REFER SECURITY HARDWARE NOTES REMOTE RELEASE: REFER SECURITY HARDWARE NOTES EMERGENCY RELEASE: REFER SECURITY HARDWARE NOTES DOOR STOP: OMNIA 7001 OVERHEAD CONCEALED CLOSERS AT WOOD DOORS: LCN 2000 SERIES AT GLASS DOORS: RIXSON SERIES (WITH HOLD-OPEN FUNCTION WHERE SPECIFIED) DECORATIVE PULLS: CRL LADDER PULLS; FINISH -US32D (SATIN STAINLESS STEEL) 1-1/4" DIA. x 30" LONG OFFSET PIVOTS: RIXSON SERIES, 1-1/2" OFFSET HEAVY DUTY SLIDING: GRANT SLIDING DOOR HARDWARE, MODEL BASED ON WEIGHT OF ASSEMBLY FRAMEWORKS ALUMINUM FRAME ASSEMBLY KEYPAD LOCK: KABA SIMPLEX 5012 EXTRA HEAVY DUTY COMBINATION DOOR CORES: SMALL FORMAT IC CYLINDER: FALCON A8 FLOOR STOP: TRIMCO W1212RP US26D OR EQ DOOR VIEWER: ASD DOOR VIEWER DS238 BLACK DOOR NUMBER ROOM NAME RATED OPENING SIZE DOOR FRAME DOOR NUMBER HARDWARE SET COMMENTS WIDTH HEIGHT THICK. TYPE MATERIAL FINISH TYPE MATERIAL FINISH 500 EGRESS 3' - 0" 8' - 3 1/2" 1 3/4" D1 P.LAM P.LAM F1 ALUM. CLR. ANOD. 500 GROUP 1 CARD READER. MATCH EXISTING CORRIDOR DOORS HEIGHT. SPLIT FINISH AS REQUIRED BY LANDLORD. 513 2' - 8 7/8" 9' - 9 1/4" 1/2" D_ALUM./GLASS CLR.ANOD./CLR. F_ ALUM. CLR. ANOD. 513 WIDTH INDICATES OPENING SIZE. VERIFY LEAF SIZE DOOR DETAILS SCALE: 1/16" = 1'-0" DOOR PLAN Hardware provided by General Contractor • All door hardware including • Contacts • Motion RTE • Push button RTE (when required) • Electrified locking hardware • HID ProxPro with keypad Model 5358 at main entry door(as well as secondary door between reception area and the rest of the office where applicable), 35 bit, HID Miniprox Model 5365 at all other doors, 35 bit; cards to be Wiegand format 35 bit Corporate 1000 • All cabling required for the access control system • Power supplies for all hardware • Fire alarm relay for integrating fire alarm system and access control system (when required) Hardware Provided by Kimley-Horn • Model (S2-NN-E2R-WM) Description (S2 Network Node, 2 Reader, in Standard Enclosure (6 Open Exp. Slots) • Model (S2-ACM) Description (Blade, Access Control: Adds 2 Readers, 4 Inputs, 4 Outputs) • Battery PS-12120F2 GENERALCONTRACTORSCOPE OF WORK General Contractor (GC) will install all hardware related to the access control system. GC is also responsible for all permitting related to the access control system. The GC can use any hardware if it is compatible with the S2 network controller (Model S2-NN-E2R-WM) and S2 ACM Boards (Model S2-ACM) provided by Kimley-Horn. Scope includes • Installing all door hardware • Electrified Locking hardware • Card Reader (with waterproof cover if located on exterior of building) • Motion RTE • Push Button RTE (when required) • Door Contact • Latch Gard for strike locks • Run cable compatible with S2 ACM for door hardware back to server room • Connecting door hardware to S2 ACM boards following the layout provided by Kimley- Horn • Installing power supply for locking hardware • Installing S2 network node S2-NN-E2R-WM or equivalent and S2-ACM blades • Configure S2 Node with IP address info provided by Kimley-Horn. • Physically connect S2 Node to Kimley-Horn network hardware onsite • Connecting access control system to fire alarm when required • Testing all systems with Kimley-Horn programing team • Access control system will be fully functional at least 3 weeks prior to Certificate of Occupancy. Fully functional is defined as: • All hardware is installed, working and tested to the satisfaction of the Kimley- Horn programing team. • All required permitting is completed. • Access control system is ready to pass any inspections required to receive Certificate of Occupancy. KIMLEY-HORN SCOPE OF WORK Kimley-Horn will program the access control system and help test the doors with local installer. This will be done remotely and/or over the phone. Kimley-Horn will provide layout of cables connections to the S2 ACM boards for local installer to follow. 07/19/21 A. CASEWORK AND MILLWORK GENERAL NOTES APPLY TO ALL CASEWORK/MILLWORK SHEETS. B. ELEVATIONS DENOTED AS MILLWORK ARE SPECIFIED UNDER DIVISION 06. ALL OTHERS SHALL BE SPECIFIED UNDER DIVISION 12 SECTION, UNLESS NOTED OTHERWISE. C. ALL BASE CABINETS TO BE 2'-0" DEEP UNITS, UNLESS NOTED OTHERWISE. D. ALL WALL CABINETS TO BE 1'-2" DEEP UNITS, UNLESS NOTED OTHERWISE. E. ALL TALL STORAGE CABINETS TO BE 2'-0" DEEP UNITS, UNLESS NOTED OTHERWISE. F. ALL SHELVING IN CASEWORK TO BE ADJUSTABLE SHELVING, UNLESS NOTED OTHERWISE. G. WHERE ELECTRICAL DEVICES ARE LOCATED IN CASEWORK, CASEWORK CONTRACTOR SHALL PROVIDE OPENINGS. COORDINATE LOCATION AND QUANTITY WITH THE ELECTRICAL CONTRACTOR. H. PROVIDE SEALANT AT ALL PERIMETER JOINTS WHERE COUNTERTOPS, BACK AND SIDE SPLASHES, CASEWORK AND MILLWORK ABUT WALLS. I. FIELD VERIFY ALL DIMENSIONS OF CABINET LOCATIONS IN THE BUILDING PRIOR TO FABRICATION. J. PROVIDE LOCKS WHERE INDICATED AT DOORS AND DRAWERS. K. PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS OF CASEWORK AND MILLWORK. L. ALL EXPOSED SURFACES IN OPEN SHELVING SHALL BE PLASTIC LAMINATE COVERED. MILLWORK GENERAL NOTES BASE AS SCHEDULED, TYP. PLASTIC LAMINATE CLAD LOWER CABINETS WITH FLUSH OVERLAY CONSTRUCTION, TYP. 1/8" X 1-1/2" DIAMETER ECHE SATIN STAINLESS STEEL DISKS WITH LOGO TO BE RECESSED FLUSH WITH FACE OF CABINET DOOR, TYP. REFER TO 47/A12.31. COUNTERTOP & 1" BACKSPLASH PLASTIC LAMINATE CLAD UPPER CABINETS WITH FLUSH OVERLAY CONSTRUCTION, TYP. PL01 B01 PL02 PL02 UNDERCABINET LIGHT 3 EQ PNLS = 3'-2" HOLD 3'-0" V.I.F. 2'-1" MIN. 1'-6" SK-1 FC-1 T01 TR-1 CM-1 2'-10" 2'-1" 3'-1" 5"4"1 1/2" 1"8 EQ PANELS = 9'-10 1/8" 5 A12.31 1 A12.31 4 A12.31 3 A12.31 2 A12.31 NEW GYP. HEADER PT01 3 A12.31 BASE AS SCHEDULED, TYP. PLASTIC LAMINATE CLAD LOWER CABINETS WITH FLUSH OVERLAY CONSTRUCTION, TYP. COUNTERTOP & 1" BACKSPLASH PLASTIC LAMINATE CLAD UPPER CABINETS WITH FLUSH OVERLAY CONSTRUCTION, TYP. PL01 B01 PL02 PL02 UNDERCABINET LIGHT NEW GYP. HEADER PT01 RF-1 MW-1 T01 3 EQ PNLS = 3'-11" 3 EQ PNLS = 3'-10 7/8"REFER TO SPECIFICATION REQUIREMENTSREFER TO SPEC. REQS. 7 A12.31 4" 5"3'-1" 2'-1" 2'-10" 1 1/2" 1"PLASTIC LAMINATE CLAD CABINETS WITH FLUSH OVERLAY CONSTRUCTION, TYP. PL02 BASE AS SCHEDULED, TYP. B01 6 A12.31 4 EQUAL PANELS = 5'-4"5"7'-8" 4" 8'-0"PT01 NEW GYP. HEADER PT01 © DLR GroupRevisions -ALL PROJECT COMMUNICATION TO BE SENT TO MARK REED/MONICA BATES, NOT AOR.5/25/2021 3:31:58 PMC:\Revit\_2020\KH Indianapolis Expansion CD's v_20_hgriffo.rvt23-21100-00 5.26.2021 BID/PERMIT INTERIOR ELEVATIONS A11.1250 E. 96TH ST. #580INDIANAPOLIS, IN 46240INDIANAPOLIS, INDIANASCALE: 1/2" = 1'-0" A11.1 1 ELEVATION AT 500 COFFEE -WEST SCALE: 1/2" = 1'-0"A11.1 2 ELEVATION AT 500 COFFEE -EAST SCALE: 1/2" = 1'-0"A11.1 3 ELEVATION AT FULL-HEIGHT STORAGE CABINETS -WEST 07/19/21 11/16"1/8" 3/4" 3/4" MELAMINE CABINET INTERIOR FACE OF TOE KICK BELOW SHOWN DASHED FIRE RETARDANT TREATED BLOCKING AS REQUIRED SCRIBE MILLWORK TO WALL PARTITION AS SCHEDULED P-LAM CLAD CABINET EXTERIOR P-LAM CLAD STYLE MELAMINE CABINET INTERIOR P-LAM CLAD CABINET EXTERIOR P-LAM CLAD STILE P-LAM CLAD CABINET EXTERIOR MELAMINE CABINET INTERIOR 3/4" 1/8"1/8" APPLIANCE -VERIFY DIMENSION CABINET COUNTERTOP, REFER TO ELEVATION FOR FINISH MORTISE CABINET PULL AS SPECIFIED MELAMINE CABINET INTERIOR1/8"1 1/2"APPLIANCE - VERIFY DIMENSION COUNTERTOP, REFER TO ELEVATION FOR FINISH APPLIANCE - VERIFY DIMENSION FIRE RETARDANT TREATED BLOCKING -PAINT TO MATCH P-LAM CLAD CABINET INTERIOR1 1/2" MELAMINE CABINET INTERIOR UNDERCABINET LIGHT INSTALLATION -REFER TO ENGINEERING DRAWINGS - INSTALLATION REQUIRES REMOTE DRIVER. INSTALLATION TO BE CONTINUOUS FROM ONE END OF ENTIRE CABINET ASSEMBLY TO THE OTHER. ENDS OF INSTALLATION TO BE WITHIN 2" OF EDGE OF CABINET ASSEMBLY. INSTALLATION LENGTH CUT TO THE NEAREST INCH. MELAMINE CABINET INTERIOR MORTISE CABINET PULL AS SPECIFIED P-LAM CLAD CABINET EXTERIOR 1 1/2"3/4"2" P-LAM CLAD CABINET EXTERIOR GYPSUM BOARD FURR DOWN FIRE RETARDANT TREATED WOOD BLOCKING MELAMINE CABINET INTERIOR SCRIBE MILLWORK TO FURR DOWN 3/4" 3/4" PARTITION AS SCHEDULED SCRIBE MILLWORK TO WALL FIRE RETARDANT TREATED WOOD BLOCKING AS REQUIRED FACE OF TOE KICK BELOW SHOWN DASHED EDGE OF COUNTERTOP BELOW P-LAM CLAD CABINET EXTERIOR P-LAM CLAD EDGE 11/16"MELAMINE CABINET INTERIOR P-LAM CLAD CABINET EXTERIOR FACE OF TOE KICK BELOW SHOWN DASHED COUNTERTOP BELOW P-LAM CLAD EDGE FIRE RETARDANT TREATED WOOD BLOCKING AS REQUIRED SCRIBE MILLWORK TO WALL P-LAM CLAD CABINET EXTERIOR PARTITION AS SCHEDULED 3/4"9" VERIFY 3/4" 3/8" 3/8" 3/4" 3/4" 1/8" 1 1/2"1 1/2"1/8"MELAMINE CABINET INTERIOR P-LAM CLAD CABINET EXTERIOR P-LAM CLAD CABINET EXTERIOR MELAMINE CABINET INTERIOR 2"3/4"1 1/2"MELAMINE CABINET INTERIOR SCRIBE MILLWORK TO FURR DOWN FIRE RETARDANT TREATED WOOD BLOCKING P-LAM CLAD PANEL BEYOND WHERE OCCURS. REFER ELEVATION P-LAM CLAD CABINET EXTERIOR GYPSUM BOARD FURR DOWN MELAMINE CABINET INTERIOR P-LAM CLAD CABINET EXTERIOR FACE OF TOE KICK BELOW SHOWN DASHED COUNTERTOP BELOW P-LAM CLAD EDGE FIRE RETARDANT TREATED WOOD BLOCKING AS REQUIRED SCRIBE MILLWORK TO WALL P-LAM CLAD CABINET EXTERIOR PARTITION AS SCHEDULED 3/4"9" VERIFY 3/4" 3/8" 3/8" 3/4" 3/4" COUNTERTOP BELOW P-LAM CLAD EDGE P-LAM CLAD CABINET EXTERIOR MELAMINE CABINET INTERIORFACE OF TOE KICK BELOW SHOWN DASHED P-LAM CLAD CABINET DOOR INTERIOR/EXTERIOR MELAMINE CABINET INTERIOR 3/8" 3/8" 3/4" 1/8" 3/4" SOLID SURFACING COUNTERTOP OVER 3/4" WOOD SUBSTRATE 1/8" EASED EDGE SEAM AT SOLID SURFACING TO BE INVISIBLE MORTISE CABINET PULL AS SPECIFIED MELAMINE CABINET INTERIOR1 1/2" 1/8" 3/4" SOLID SURFACING COUNTERTOP OVER 3/4" WOOD SUBSTRATE 1/8" EASED EDGE SEAM AT SOLID SURFACING TO BE INVISIBLE P-LAM CLAD CABINET INTERIOR APPLIANCE -VERIFY DIMENSION 1 1/2"MELAMINE CABINET INTERIOR FACE OF TOE KICK BELOW SHOWN DASHED P-LAM CLAD CABINET EXTERIOR P-LAM CLAD ENDPANEL 1/8"3/4" APPLIANCE -VERIFY DIMENSION P-LAM CLAD CABINET INTERIOR FIRE RETARDANT TREATED WOOD BLOCKING -PAINT TO MATCH MORTISE CABINET PULL AS SPECIFIED MELAMINE CABINET INTERIOR P-LAM CLAD CABINET DOOR INTERIOR/EXTERIOR 1/8"MILLWORK SECTIONREFER APPLIANCE -VERIFY DIMENSION P-LAM CLAD CABINET EXTERIOR P-LAM CLAD EDGE FIRE RETARDANT TREATED WOOD BLOCKING AS REQ.D SCRIBE MILLWORK TO WALL PARTITION AS SCHEDULED 3/4" - 3/4" ALL OTHER CONDITIONS 1 1/2" WHERE REQ. BY APPLIANCE DOOR HALF SCALE MICROWAVE -VERIFY DIMENSION SCRIBE MILLWORK TO WALL MICROWAVE TRIM KIT PARTITION AS SCHEDULED FOR OVERLAP REFER MANUFACTURER 3/4" 3/4"3/4"HALF SCALE FIRE RETARDANT TREATED WOOD BLOCKING AS REQ.D © DLR GroupRevisions -ALL PROJECT COMMUNICATION TO BE SENT TO MARK REED/MONICA BATES, NOT AOR.5/25/2021 3:32:01 PMC:\Revit\_2020\KH Indianapolis Expansion CD's v_20_hgriffo.rvt23-21100-00 5.26.2021 BID/PERMIT MILLWORK DETAILS A12.3250 E. 96TH ST. #580INDIANAPOLIS, IN 46240INDIANAPOLIS, INDIANA6" = 1'-0"01 MILLWORK ENDPANEL DETAIL 6" = 1'-0"02 MILLWORK DETAIL AT CABINET FRONT 6" = 1'-0"03A DETAIL (W/ WD COUNTER) AT APPLIANCE 6" = 1'-0"03B DETAIL AT APPLIANCE 6" = 1'-0"04MILLWORK DETAIL AT UNDERCABINET LIGHTING 6" = 1'-0"05MILLWORK DETAIL AT UPPER CABINET 6" = 1'-0"06 MILLWORK DETAIL AT END PANEL-PARTITION 6" = 1'-0"07MILLWORK DETAIL AT END PANEL-PARTITION 6" = 1'-0"09 MILLWORK DETAIL AT CORNER 6" = 1'-0"10 A5-21-10-MILLWORK DETAIL AT UPPER CABINETS 6" = 1'-0"11 A5-21-11-MILLWORK DETAIL AT APPLIANCE 6" = 1'-0"12 MILLWORK DETAIL AT TOWER 6" = 1'-0"13A DETAIL (W/SOLID SURFACING TOP) 6" = 1'-0"13B DETAIL AT (W/SOLID SURFACING TOP) AT APPLIANCE 6" = 1'-0"16 MILLWORK DETAIL AT END PANEL 6" = 1'-0"17MILLWORK DETAIL AT APPLIANCE 18B MILLWORK DETAIL AT APPLIANCE 18A DETAIL AT MICROWAVE WITH TRIM KIT 07/19/21 ADJUSTABLE SHELVES UNDER COUNTER LIGHT, WHERE OCCURS ALL EXTERIOR EXPOSED SURFACES AND EDGES ARE PLAM OVER 3/4" PLYWOOD SUBSTRATE TYPICAL, INCLUDING DRAWERS AND FLUSH OVERLAY DOOR(S), UNO SEE ELEVATIONS FOR FULL HT STRAIGHT BACKSPLASH MATERIAL SPEC CABINET PULLS AS SPECIFIED CP-4 1' - 2" TYP INTERIOR MELAMINE FINISH: WHITE 2".PINHOLES W/METAL INSERTS FOR SHELVES BACKSPLASH, WHERE OCCURS, SEE ELEVATION COUNTERTOP, SEE ELEVATATIONS EQ. 1/8" EQ. 1/8" EQ. 1/8"EQ.THERMOFUSED MELAMINE OVER 3/4" MDF INTERIORS, TYP 3/4" MDF DOORS W/ PLAM ON ALL SIDES COORDINATE HEIGHT W/SINK VALANCE WHERE OCCURS BASE AS SCHEDULED2' - 10"CABINET PULL AS SPECIFIED CP-8 4" BACKSPLASH WHERE OCCURS CABINET PULLS AS SPECIFIED CP-4 COUNTERTOP AS SCHEDULED 3/4" MDF DOORS W/ PLAM ALL BOTH SIDES HINGES-CONCEALED SELF CLOSING 2' - 0" 3/4" MDF ADJ SHELVES ON PINHOLES W/METAL INSERTS 3/4" MDF BACKSPLASH -REFER TO ELEVATION FOR HEIGHT AND FINISH. SPLASH TO BE FLUSH AT FINISH TRANSITION CABINET PULL AS SPECIFIED CP-8 3/4" MDF DRAWER FRONTS -CLAD WITH PLASTIC LAMINATE BASE AS SCHEDULED 3/4" MDF MELAMINE CLAD DRAWER CABINET INTERIOR 1'-10" 3" REFER CONSTRUCTION PLAN4"DRAWER MOUNTED TRASH UNIT AS SPECIFIED PROFILE INDICATES COUNTERTOP. REFER FINISH PLAN AND ELEVATIONS FOR FINISHED MATERIAL. PROVIDE 3/4" MDF BACKING FOR FINISH MATERIAL REFER TO ELEVATION AND CONSTRUCTION PLANRECESSED TRASH/RECYCLE LOGO REFER TO SPECIFICATIONS 1/8" X 1-1/2" DIAMETER ECHE SATIN STAINLESS STEEL DISKS TO BE RECESSED FLUSH WITH FACE OF CABINET DOOR. TRASH PULL OUT REV-A-SHELF: 5149-2150DM-217 TL-1RL-1 1 1/2"B.O. RL-1 & TL-1 DISCS (SEE BELOW)2'-0" PULL 1.5" D IA 1.5" DI A PULL HORIZONTAL LOCATION (N.T.S.) FAUCET AS SPECIFIED -REFER TO ELEVATIONS ROTATE HANDLE FORWARD TO COMPLY WITH ADA REACH RANGES SINK AS SPECIFIED -REFER TO ELEVATIONS. REFER SPECIFICATIONS FOR MOUNTING (TOP OR UNDER-MOUNT) 3/4" CONCRETE FORM PLYWOOD CABINET FRONTS -CLAD WITH PLASTIC LAMINATE -TYPICAL BASE TO MATCH CABINET FRONT NOTE: PROVIDE CONCRETE FORM PLYWOOD IN LEIU OF MDF AT VERTICAL PANELS ADJACENT TO SINK CABINET SECTION. PROFILE INDICATES COUNTERTOP. REFER FINISH PLAN AND ELEVATIONS FOR FINISHED MATERIAL. PROVIDE 3/4" MDF BACKING FOR FINISH MATERIAL REFER ELEVATIONS AND CONSTRUCTION PLAN1 1/2"MELAMINE COVERED PLYWOOD BRACE BEYOND5 1/2"2'-3" 2'-1" 3" CONTINUE FLOOR FINISHES INTO ALCOVE BELOW SINK MELAMINE INTERIOR ADA CLEARANCE CABINET PULL AS SPECIFIED CP-4 NOTE: PROVIDE AN INSULATED WRAP AROUND THE SUPPLY AND DRAIN PIPES TO PROTECT AGAINST CONTACT. CONTINUOUS VENT HOLE 3/4" MDF PANEL -CLAD WITH PLASTIC LAMINATE REFRIGERATOR AS SPECIFIED -REFER ELEVATION 3' - 0" (VERIFY W/ RCP) 3"REFER ELEVATION VERIFYGYP. BOARD FURR DOWN, REFER RCP AND ELEVATIONS CONTINUOUS LAMINATE REVEAL GYPSUM BOARD FURR DOWN 3/4" MDF DOORS -CLAD WITH PLASTIC LAMINATE BASE AS SCHEDULED WITH TOE KICK CONNECTED TO DOOR 3/4" MDF CABINET DOORS -CLAD WITH PLASTIC LAMINATE 3 3/4" 2'-1"4" 8'-0" 1'-0"2'-11 1/4" 5'-0 3/4"8'-0"2'-1"3/4"HOLES FOR PINS -TYP. 3/4" MDF MELAMINE CLAD ADJUSTABLE SHELF ON PINS AS SPECIFIED WHITE MELAMINE INTERIOR CABINET PULLS AS SPECIFIED CP-8, TYP.© DLR GroupRevisions -ALL PROJECT COMMUNICATION TO BE SENT TO MARK REED/MONICA BATES, NOT AOR.5/25/2021 3:32:02 PMC:\Revit\_2020\KH Indianapolis Expansion CD's v_20_hgriffo.rvt23-21100-00 5.26.2021 BID/PERMIT MILLWORK SECTIONS A12.31250 E. 96TH ST. #580INDIANAPOLIS, IN 46240INDIANAPOLIS, INDIANASCALE: 1" = 1'-0"A12.31 5 UPPER CABINET -SOFFIT SCALE: 1" = 1'-0"A12.31 4 LOWER CABINET W/4 DRAWERS SCALE: 1" = 1'-0"A12.31 3 LOWER CABINET W/DOOR SCALE: 1" = 1'-0" A12.31 2 SECTION AT TRASH CONTAINER DRAWER (TR01) SCALE: 1" = 1'-0"A12.31 1 SECTION AT BREAKROOM SINK -COFFEE BARS SCALE: 1" = 1'-0"A12.31 7 FIXED PANEL ABOVE REFRIGERATOR SCALE: 1" = 1'-0"A12.31 6 SECTION AT FULL HEIGHT STORAGE CABINET 07/19/21 © DLR GroupRevisions -ALL PROJECT COMMUNICATION TO BE SENT TO MARK REED/MONICA BATES, NOT AOR.5/25/2021 3:32:03 PMC:\Revit\_2020\KH Indianapolis Expansion CD's v_20_hgriffo.rvt23-21100-00 5.26.2021 BID/PERMIT INTERIOR SCHEDULES A13.0250 E. 96TH ST. #580INDIANAPOLIS, IN 46240INDIANAPOLIS, INDIANAALL SPECIFICATIONS ABOVE TO BE PROVIDED AND INSTALLED BY G.C. UNLESS NOTED OTHERWISE SK-1 LAVATORY ELKAY D23322 STAINLESS 33" 22" 6" FC-1 FAUCET KOHLER K-597-VS CHROME MARK DESCRIPTION MANUFACTURER MODEL FINISH WIDTH HEIGHT DEPTH COMMENTS PLUMBING SCHEDULE 1.5 GPM FLOW RATE. BREAK ROOM WH-1 WATER HEATER INSTA-HOT - - - - - MOUNTED UNDER COUNTER; WITH SHUT OFF VALVE. REFER TO PLUMBING PLANS. 2" 16 5/8" 9" MW-1 MICROWAVE GE APPLIANCES PES7227SLSS STAINLESS STEEL MARK DESCRIPTION MANUFACTURER MODEL FINISH WIDTH HEIGHT DEPTH COMMENTS EQUIPMENT/APPLIANCE SCHEDULE TR-1 TRASH BIN PROVIDED BY G.C., INCLUDE TRASH BINSREV-A-SHELF 5149-2150DM-217 SILVER BRUSHED ALUM. 15 5/8" 23 1/2" 22" TL-1 TRASH LOGO METAL DISC ARCH HARDWARE TR101 STAINLESS STEEL 1.5" ROUND RECESSED INTO MILLWORK RL-1 RECYCLE LOGO METAL DISC ARCH HARDWARE RL102 STAINLESS STEEL 1.5" ROUND RECESSED INTO MILLWORK CM-1 - - - - TENANT PROVIDED COFFEE MAKER. CONTRACTOR TO PROVED WATERLINE. CP-4 4" WIRE PULLS DOUG MOCKETT DP57B STAINLESS STEEL 4" PULL AT ALL STANDARD DOORS AND DRAWERS CP-8 STAINLESS STEEL AT TRASH AND FULL-HEIGHT STORAGE CABINETS 8" WIRE PULLS DOUG MOCKETT DP57E 8" PULL - - - - - - - - - - - 24 1/8" 14" 19 3/4" BREAK ROOM. NO TRIM KIT. RF-1 FULL-SIZE REFRIGERATOR GE APPLIANCES GNE27JYMFS STAINLESS 35 3/4" 69 7/8" 35 7/8" NO WATER CONNECTION REQUIRED 07/19/21 REF.RF MWMW F.E.C.MWF. E . C . DN UPDN UP REF.LIMIT OF WORKFINISH PLAN GENERAL NOTES 1. REFER TO SPECIFICATIONS SHEETS FOR ADDITIONAL NOTES. 2. CONTRACTOR SHALL FLASH PATCH ROUGH OR CRACKED/UNEVEN AREAS TO PROVIDE A SMOOTH AND EVEN FLOOR SURFACE PRIOR TO INSTALLATION OF SCHEDULED FLOORING MATERIALS. REMOVE ALL OBSTRUCTIONS. 3. CONCRETE SLAB IS NOT TO EXCEED 1/2" SLOPE PER EVERY 10'-0" UNDER ALL MILLWORK. PROVIDE FLOOR FILL AS REQUIRED. 4. CONTRACTOR TO VERIFY AVAILABILITY/ QUANTITIES OF BUILDING STOCK FOR ALL MATERIALS NOTED AS "FURNISHED BY LANDLORD". COORDINATE WITH BUILDING MANAGEMENT. 5. CONTRACTOR TO INSTALL RUBBER TRANSITION STRIPS AT ALL CARPET TO VINYL COMPOSITION TILE INTERSECTIONS. SUBMIT MANUFACTURER'S FULL RANGE OF COLORS TO ARCHITECT FOR APPROVAL;UNLESS SPECIFIED OTHERWISE. 6. CONTRACTOR SHALL FURNISH AND INSTALL WOOD OR PLASTIC LAMINATE BASE AT BASE CABINET TOE KICK OR MILLWORK STOREFRONT TO BE SCRIBED TO THE FLOOR DUE TO EXISTING SLOPED CONDITIONS. 7. FLOOR CARPET SHALL BE TESTED IN ACCORDANCE TO NATIONAL FIRE PROTECTION ASSOCIATION STANDARD 253 AND BE A CLASS I (0.45 WATTS/CM2) IN CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS AND CLASS II (0.22 WATTS/CM2) IN ALL ROOMS. PLEASE NOTE; NATIONAL FIRE PROTECTION ASSOCIATION STANDARD 80 INDICATES THAT CARPET WHICH PASSES UNDER A FIRE RATED DOOR SHALL BE A MINIMUM CLASS II, AS REQUIRED IN INTERNATIONAL FIRE CODE SECTION 804.3. FINISH PLAN LEGEND AREA NOT IN CONTRACT (NIC) PLAN KEYED NOTE LVTCPT NO FLOOR FINISH TRANSITION FLOOR MATERIAL DIRECTION XX-01 XX-01 FINISH MATERIAL TAG EXTENT OF WALL FINISH, SEE INTERIOR ELEVATION FOR ADDITIONAL INFORMATION 1 PT01 F01 B01 C01PT01 F01 B01 C01PT01 F01 B01 C01 PT02 B02 PT01 F01 B01 C01 PT01 F01 B01 C01 PT02B02PT02B02PT01 F01 B01 C01 PT01 F01 B01 C01 PT03 B01 3 PT01 F02 B01 C01 PT01 F01 B01 C01 T01 PT01 F03 B01 C01 TS01 TYP. THROUGHOUT LIMIT OF WORK 2 4 CONFERENCE 512 OPEN 509 OFFICE 503 OPEN 507 OFFICE 513 OFFICE 514 OFFICE 502 OFFICE 501 OFFICE 510 OFFICE 511 PT01 F01 B01 C01 PT01 F01 B01 C01 FULL TILE PT02 B02 PT02 B02 PT02 B02 PT02 B02 5 TS01 PT03 B01 3 PT02 B02 PT02B02PT01 F01 B01 C01 PT01 F01B01C01OFFICE 505HUDDLE 504 OFFICE 506 PT01 F02 B01 C01 TS01 6 T01 F03 B01 TS01 TS01 TS01 FULL TILE 7 8 ADAPTER STRIP CONC SUBSTRATE ADAPTER STRIP CONC SUBSTRATE CPT CARPET TO CARPET CPT CPT CARPET TO RESILIENT RF NOTE: FLOOR FINISH CHANGES SHALL OCCUR UNDER THE COMMUNICATING DOOR, UNO. A B PT01 PT02 PT03 T01 © DLR GroupRevisions -ALL PROJECT COMMUNICATION TO BE SENT TO MARK REED/MONICA BATES, NOT AOR.5/25/2021 3:32:08 PMC:\Revit\_2020\KH Indianapolis Expansion CD's v_20_hgriffo.rvt23-21100-00 5.26.2021 BID/PERMIT INTERIOR FINISH PLAN A13.1A250 E. 96TH ST. #580INDIANAPOLIS, IN 46240INDIANAPOLIS, INDIANA1. CARPET AND ADHESIVE PROVIDED BY TENANT VENDOR. GC TO PROVIDE NEEDED QUANTITY TO TENANT. CONTRACTOR TO PROVIDE CARPET SEAMING DIAGRAM TO TENANT AND ARCHITECT FOR APPROVAL. SEAMING DIAGRAM TO INCLUDE QUANITITES. QUANTITIES SHALL BE NOTED AS EITHER NET OR GROSS. PROVIDE SHIP-TO ADDRESS, CONTACT NAME AND PHONE NUMBER ON SEAMING DIAGRAM. 2. DURING DEMOLITION, CONTRACTOR TO ASSESS FLOOR CONDITION. FLOOR REQUIRED TO MAINTAIN 1/2" TOLERANCE OVER A 10'-0" RADIUS. CONTRACTOR TO PROVIDE ALLOWANCE DURING BID AS SEPARATE LINE-ITEM. FLOAT TO BE COMPLETED PRIOR TO VIA FIELD MEASUREMENT. COORDINATE WITH SHANA HILL: shill@businessinteriors.com 972.523.4687. 3. WALL TO RECEIVE LEVEL 5 FINISH. 4. CONTRACTOR TO EXTEND FLOORING UNDER MILLWORK. 5. PAINT NEW SEMI-RECESSED FIRE EXTINGUISHER CABINET TO MATCH ADJACENT WALL FINISH. 6. CONTRACTOR TO ALIGN/BLEND NEW CARPET WITH EXISTING, FOR A SEAMLESS FINISH. 7. BOTH BASE AND PAINT (NON-WHITE) ARE TO BE HELD 2" FROM MODULAR WALL INSTALLATIONS/CONNECTION. 8. BOTH BASE AND PAINT (NON-WHITE) ARE TO WRAP AROUND WALL 2" AT MODULAR WALL INSTALLATIONS/CONNECTION. SCALE: 1/8" = 1'-0" FINISH PLAN 1 3 6 12 24 48 PLAN NORTH TRUE NORTH KEYED NOTES FINISH SCHEDULE F01 SHAW CENTRIC 5T124 / KHAKI 17761 INSTALLATION: MATCH EXISTING TENANT VENDOR TO PROVIDE CARPET AND ADHESIVE. CONTRACTOR TO CONFIRM REQUIRED MATERIAL QUANTITY INCLUDING ATTIC STOCK AND PROVIDE TO TENANT F02 SHAW PRIMARY TILE 5T123 / KHAKI 17761 - 24" X 24" QUARTER TURN TENANT VENDOR TO PROVIDE CARPET AND ADHESIVE CONTRACTOR TO CONFIRM REQUIRED MATERAL QUANTITY INCLUDING ATTIC STOCK AND PROVIDE TO TENANT B01 SHAW WHITE 0100 ROLLED TYPE GOODS -INSTALL AT ALL WALLS EXCEPT PT02 & PT03 PT01 SHERWIN WILLIAMS SW7005 PURE WHITE (WHITE WALL BASE SHAW WHITE 0100) TWO (2) COATS OF EGGSHELL LATEX PAINT OVER ONE (1) COAT OF PRIMER PT02 SHERWIN WILLIAMS SW7017 DORIAN GRAY (WALL BASE SHAW ROCK 00500) TWO (2) COATS OF EGGSHELL LATEX PAINT OVER ONE (1) COAT OF PRIMER PL01 CABINETS (MILLWORK FACES AND TOEKICK) WILSONART DOVE GREY D92-60 MATTE PL02 COUNTERTOPS WILSONART LINEN D427-60 MATTE TS01 JOHNSONITE SLIMLINE 283 TOAST AT VCT/CARPET TRANSITIONS G.C. TO PROVIDE AND INSTALLPT03 SHERWIN WILLIAMS -CUSTOM MATCH PROMAR 200 ZERO VOC LATEX EGGSHELL INTERIOR ARCHITECTURAL CCE*COLORANT 0Z 32 64 128 W1-WHITE - 21 1 - B1-BLACK - 9 - - R3-MAGENTA 6 42 - - Y1-YELLOW 2 2 1 - R2-MAROON - 3 - - REAL RED BASE TWO (2) COATS OF EGGSHELL LATEX PAINT OVER ONE (1) COAT OF PRIMER, LEVEL 5 FINISH FORMULA FOR 1 GALLON WITH EXTRA WHITE BASE FORMULA SUBMITTAL MUST INCLUDE STICKER C01 CONTRACTOR TO MATCH CEILING TILE FROM ADJACENT EXISTING KIMLEY-HORN OFFICE SPACE: 15/16" X 2'X2' ACOUSTICAL CEILING TILE F03 ARMSTRONG: PREMIUM EXCELON 5C868 SMOKEY BROWN CONTRACTOR TO PROVIDE AND INSTALL G.C. TO PROVIDE AND INSTALL ALL PAINT/WALLCOVERINGS G.C. TO PROVIDE AND INSTALL ALL PLASTIC LAMINATE/SOLID SURFACE EXCEPT PL03 T01 C02 COMPOUND CEILING GYP. WB ON METAL STUD STAINLESS STEEL BACKSPLASH MANUFACTURER: TILEBAR STYLE/PATTERN: BRICK COLOR/FINISH: SILVER/BRUSHED REMARKS: USE WHITE THIN-SET MORTAR. GROUT: CUSTOM BUILDING PRODUCTS FUSION PRO. COLOR: #381 BRIGHT WHITE. G.C. TO PROVIDE AND INSTALL ALL BASE. ALL BASE TO BE COVED. B02 SHAW ROCK 00500 ROLLED TYPE GOODS -INSTALL AT WALLS WITH PT02 SCALE: 1 1/2" = 1'-0"A13.1A 1 FLOOR TRANSITION DETAILS 07/19/21 JJ FF FF FF REF.RF MWMWF.E.C.MWD PD PP DPD TV+66TV+66CR+44 +44 +44 520RNEMAF.E . C . DN UPDN UP U/C TV+66TV+66HKREF.+44 +36 520RNEMA520RNEMALIMIT OF WORK1. REFER TO SPECIFICATIONS SHEET A0.10, AND MEP SPECIFICATIONS FOR ADDITIONAL NOTES. 2. ALL WORK IS TO BE INSTALLED IN ACCORDANCE WITH REQ. OF THE MANUF, CODES, AND ORDINANCES 3. CONTRACTOR TO FIELD COORDINATE LOCATIONS OF ALL NEW POWER AND COMMUNICATIONS OUTLETS WITH EXISTING CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCY FROM PLAN. COORDINATE ELECTRICAL/DATA AND LIGHT SWITCH LOCATIONS WITH FURNITURE AND EQUIPMENT SHOWN ON ARCHITECTS POWER PLAN. 4. VERIFY TYPE OF FLOOR SLAB WITH BUILDING'S STRUCTURAL ENGINEER. PROVIDE ALL SAFEGUARDS AS REQUIRED BY ENGINEER INCLUDING, BUT NOT LIMITED TO SLAB X-RAY, PRIOR TO CONDUCTING ANY SLAB PENETRATIONS. INSTALL FIRE PROOFING AT ALL PENETRATIONS PER LOCAL CODES AND ORDINANCES. 5. UNLESS NOTED OTHERWISE IN ENGINEERED DRAWINGS (IF PROVIDED), ALL "DEDICATED CIRCUIT" ELECTRICAL OUTLETS ARE TO BE LABELED AS DEDICATED. 6. "POKE-THRU" ELECTRICAL DEVICES, WHEN PLACED IN MULTIPLES, MUST HAVE A MINIMUM SEPARATION OF TWO (2'-0") FEET O.C. AND NOT MORE THAN ONE (1) HOLE PER 65 SQUARE FEET OF AREA OF FLOOR SPAN OR AS REQUIRED FOR COMPLIANCE WITH APPLICABLE UL LISTING, (WHICHEVER MAY BE THE MOST RESTRICTIVE). 7. THIS DRAWING HAS BEEN PREPARED TO ASSIST THE OWNER. ARCHITECT'S POWER PLAN INDICATES LOCATION ONLY. REFER TO ELECTRICAL ENGINEERING DOCUMENTS FOR CODE COMPLIANCE. 8. CONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL DEVICES AND PERFORM ALL ELECTRICAL WORK AS SHOWN OR IMPLIED ON ALL PLANS. POWER/DATA PLAN NOTES 9. ALL WORK IS TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL BOARD OF FIRE UNDERWRITERS, PUBLIC UTILITIES AND TELEPHONE COMPANIES, AND OTHER AUTHORITIES HAVING JURISDICTION. 10. ALL MATERIALS REQUIRED SHALL CONFORM WITH THE STANDARDS SET BY THE UNDERWRITERS LABORATORIES INC. IN EVERY CASE WHERE SUCH A STANDARD HAS BEEN ESTABLISHED FOR THE INSTALLATION INDICATED. 11. ELECTRICAL WORK SPECIFIED IN MILLWORK, LAMPS AND OTHER FIXTURES SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. CUTOUTS FOR SWITCHES, OUTLETS, AND WIRING DEVICES SHOWN IN MILLWORK ARE TO BE CUTOUT BY THE MILLWORK FABRICATOR AND COORDINATED WITH THE ELECTRICAL CONTRACTOR. 12. CONTRACTOR TO PROVIDE AND INSTALL LOW VOLTAGE DATA CABLING, COORDINATE WITH KIMLEY-HORN IT. 13. ELECTRICAL OUTLETS TO BE REMOVED ARE TO HAVE CABLING/CONDUIT TAKEN OUT OF PLENUM AND BACK TO ORIGINAL PANEL. PATCH/REPAIR WALL AND PREPARE FOR SCHEDULED FINISH. CAP/FILL AND PROVIDE FIRE SEAL FOR CORE DRILL & MONUMENT OUTLETS AS REQUIRED. 14. CONTRACTOR TO ENSURE THAT ALL "EXISTING TO REMAIN" DUPLEX OUTLETS ARE IN WORKING ORDER, AND DOCUMENT NEW OR EXISTING CIRCUIT NUMBERS IN AS-BUILT DRAWINGS. ALL NEW OUTLET RECEPTACLES AND COVER PLATES SHALL BE AS SPECIFIED ON SHEET A0.6 UNDER SECTION 26 00 00 ELECTRICAL UNLESS NOTED OTHERWISE. RETROFIT ALL EXISTING NON-STANDARD RECEPTACLES AND COVER PLATES TO MATCH NEW SPECIFIED RECEPTACLES AND COVER PLATES. 15. IF NEEDED ANY ADDITIONAL DATA OR COMMUNICATION OUTLETS NOT SHOWN ON PLAN ARE TO BE CUT AND INSTALLED BY TENANT'S VENDOR; COORDINATE LOCATIONS WITH ARCHITECT. 16. CONTRACTOR TO FIELD VERIFY LOCATION OF ALL EXISTING ELECTRICAL OUTLETS. NOTIFY DESIGNER OF ANY DISCREPANCY FROM PLAN. 17. ALL EXISTING ELECTRICAL OUTLETS LOCATED ON PARTITIONS TO BE DEMOLISHED ARE NOT SHOWN AND ARE TO BE REMOVED INCLUDING ALL CONDUIT AND WIRING BACK TO THEIR RESPECTIVE ELECTRICAL PANELS. 18. DUE TO FIELD CONDITIONS, SOME EXISTING TELEPHONE/ELECTRICAL OUTLETS MAY NOT BE INDICATED ON PLAN. CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL EXISTING POWER/COMM OUTLETS. EXISTING OUTLETS WITHIN 2'-0" OF A NEW OUTLET OF THE SAME TYPE AS INDICATED ON PLAN MAY REMAIN IN LIEU OF THE NEW OUTLET. EXISTING OUTLETS AT PRIVATE OFFICES (DESK SIDE) MUST BE NEW, REFER 11/A15.2. EXISTING BUILDING STANDARD DUPLEX OUTLETS MAY REMAIN IF NOT IN CONFLICT WITH NEW CONSTRUCTION, VERIFY WITH ARCHITECT. ALL OTHER EXISTING OUTLETS ARE TO BE REMOVED UNLESS NOTED OTHERWISE. IF OUTLET FALLS WITHIN REUSE RANGE, VERIFY REUSE WITH ARCHITECT. 19. PROVIDE MIN. 2" DIAMETER CONDUIT RUNNING FROM TENANT'S TELEPHONE BOARD TO BUILDING TELEPHONE ROOM. 20. ELECTRICAL SUB-METER IS REQUIRED ON ALL SUPPLEMENTAL AIR CONDITIONING UNITS. CONFIRM WITH LANDLORD 21. ALL DEDICATED CIRCUIT ELECTRICAL OUTLETS ARE TO BE LABELED AS DEDICATED. 22. EACH ELECTRICAL CIRCUIT SHALL NOT EXCEED EIGHT (8) GENERAL USE ELECTRICAL OUTLETS. 23. ALL OUTLETS LOCATED WITHIN 6'-0" OF PLUMBING SHALL BE G.F.C.I. OUTLETS. 24. ELECTRICAL SHOWN ON PLAN IS NEW, UNLESS NOTED OTHERWISE. SUBSCRIPTS BY OUTLETS INDICATE: "N" = NEW OUTLET "R" = EXISTING OUTLET TO BE RELOCATED (PATCH WALL) "E" = EXISTING OUTLET TO REMAIN 25. ALL NEW WALL OUTLETS ARE TO BE MOUNTED AT 18" A.F.F TO CENTERLINE, UNLESS NOTED OTHERWISE. 26. ELECTRICAL CIRCUITS SERVING OFFICE COMPUTERS SHALL NOT EXCEED FOUR (4) COMPUTERS ON 20A CIRCUIT. 27. ALL OUTLETS MOUNTED IN BACKSPLASHES ARE TO BE MOUNTED HORIZONTALLY. REFER ELEVATIONS. POWER/DATA PLAN LEGEND POWER SYMBOL DESCRIPTION DUPLEX RECEPTACLE 120V; +18" AFF U.O.N. QUAD RECEPTACLE 120V; +18" AFF U.O.N. FLUSH COMBINATION DUPLEX POWER/DATA FLOOR OUTLET JUNCTION BOX, POWER FEED; +18" AFF U.O.N. JUNCTION BOX, CONDUIT STUB UP AT FLOOR FOR HARD-WIRED POWER CONNECTION DATA SYMBOL DESCRIPTION TELEPHONE & DATA OUTLET; +18" AFF U.O.N.; PROVIDE DROPS AT EACH LOCATION AS DIRECTED BY KIMLEY-HORN U.O.N. DATA JUNCTION BOX FOR PHONE FLUSH COMBINATION QUADRAPLEX POWER/DATA FLOOR OUTLET FLUSH POWER FURNITURE FEED FLOOR OUTLET; + 18" AFF U.O.N. WALL MOUNTED POWER FURNITURE FEED OUTLET; +18" AFF U.O.N. WALL MOUNTED TEL/DATA FURNITURE FEED; +18" AFF U.O.N.; PROVIDE DROPS AT EACH LOCATION AS DIRECTED BY KIMLEY-HORN FLUSH COMBINATION QUADRAPLEX POWER/DATA/AV FLOOR OUTLET +42 AV FLUSH FLOOR TEL/DATA FURNITURE FEED; PROVIDE DROPS AT EACH LOCATION AS DIRECTED BY KIMLEY-HORN FF DEDICATED DUPLEX RECEPTACLE 120V, NEMA 5-20R; +18" AFF U.O.N. DEDICATED QUAD RECEPTACLE 120V, NEMA 5-20R; +18" AFF U.O.N. LOW VOLTAGE/DATA CABLING TO BE PROVIDED BY GENERAL CONTRACTOR. COORDINATE WITH KIMLEY-HORN IT FOR REQUIREMENTS. SECURITY SYMBOL DESCRIPTION CARD READER (MOUNTING HEIGHT 48" A.F.F U.N.O.) PROVIDED AND INSTALLED BY CONTRACTORCR EB EXIT RELEASE BUTTON/ADA DOOR OPERATOR BUTTON (MOUNTING HEIGHT 48" A.F.F U.N.O.) PROVIDED AND INSTALLED BY CONTRACTOR 8 1 3 4 5 TYP. THROUGHOUT LIMIT OF WORK 9 2 7AED CONFERENCE 512 OPEN 509 OFFICE 503 OPEN 507 OFFICE 513 OFFICE 514 OFFICE 502 OFFICE 501 OFFICE 510 OFFICE 511 OPEN 508 OFFICE 505 HUDDLE 504 OFFICE 506 E Q E Q 1 10 COFFEE 500 5 6 11 © DLR GroupRevisions -ALL PROJECT COMMUNICATION TO BE SENT TO MARK REED/MONICA BATES, NOT AOR.5/25/2021 3:32:30 PMC:\Revit\_2020\KH Indianapolis Expansion CD's v_20_hgriffo.rvt23-21100-00 5.26.2021 BID/PERMIT POWER/DATA PLAN A15.1250 E. 96TH ST. #580INDIANAPOLIS, IN 46240INDIANAPOLIS, INDIANA1. CONFERENCE ROOM REQUIREMENTS A. FLOOR CORE -QUAD POWER AND THREE (3) DATA OUTLETS HOUSED IN FLOOR CORE RUNNING TO CHIEF BOX. TWO (2) DATA IN FLOOR CORE TERMINATING AT PATCH PANEL. CONTRACTOR TO PROVIDE AND INSTALL FLOOR CORE DEVICE AS INDICATED ON A15.1. CONTRACTOR TO COORDINATE EXACT FLOOR CORE LOCATION WITH TENANT FURNITURE VENDOR. B. FLOOR CORE-TO-CONDUIT -CONTRACTOR TO PROVIDE AND INSTALL 1 1/2" CONDUIT FROM FLOOR CORE TO WALL AS SHOWN. CONDUIT TO TERMINATE WITHIN CHIEF BOX AS SHOWN ON A15.3. C. CHIEF BOXES -REFER TO A15.3 FOR CONTRACTOR PROVIDED AND INSTALLED CHIEF BOX SPECIFICATION. STANDARD HDMI CABLE -END TO END. NO ETHERNET HDMI CABLE ALLOWED. CONTRACTOR TO PROVIDE AND INSTALL TWO (2) DATA CABLES TERMINATING AT PATCH PANEL AND STANDARD DUPLEX POWER MOUNTED AS SHOWN. PROVIDE BACKING AS NOTED ON SHEET 15.3. D. MONITOR ARM -CONTRACTOR TO PROVIDE AND INSTALL MONITOR ARM AS INDICATED ON A15.3. CONTRACTOR TO INSTALL TENANT PROVIDED TV. 2. WIRELESS ACCESS POINT BY GENERAL CONTRACTOR LOCATIONS AS DIRECTED BY TENANT IT. LOW VOLTAGE TO BE PROVIDED BY GENERAL CONTRACTOR. 3. SEE SECURITY HARDWARE REQUIREMENTS A0.07 4. CONTRACTOR TO MOUNT ALL OUTLETS ABOVE COUNTERTOP HORIZONTALLY REFER TO PLAN FOR MOUNTING HEIGHT. SEE ELEVATIONS FOR EXACT LOCATIONS. 5. POWER FOR TENANT PLOTTER TO BE NEMA 5-20R. REFER LOW VOLTAGE PLAN FOR QUANTITY OF DATA CABLES. 6. CONTRACTOR TO ROUTE POWER FOR TENANT COPIER THROUGH WORKSTATION WITH MC SHIELDED CABLE FROM FURNITURE WHIP THROUGH FURNITURE RACEWAY AND WIRING HARNESS AS REQUIRED TO TERMINATE IN WORKSTATION PANEL. CONTRACTOR TO SURFACE MOUNT A NEMA 5-20R ON SYSTEMS FURNITURE. 7. LOW VOLTAGE/DATA CABLING TO BE PROVIDED BY GENERAL CONTRACTOR -REFER A16.0 FOR LOCATIONS. COORDINATE WITH KIMLEY-HORN IT FOR REQUIREMENTS. KEYED NOTES 1 3 6 12 24 48 PLAN NORTH TRUE NORTH 8. CONTRACTOR TO ENSURE PLACEMENT OF POWER/ DATA OUTLETS TO BE BETWEEN 2'-3" AND 5' -0" FROM THE CORNER. REFER TO ENLARGED TYPICAL OFFICE PLAN 11/A15.2. 9. FLOOR OUTLET LOCATIONS TO BE VERIFIED BY TENANT FURNITURE VENDOR PRIOR TO INSTALLATION. FIRESAFE ALL OPENINGS 10. U/C OUTLET FOR INSTA HOT UNDER COUNTER WATER HEATER. REFER MEP. 11. CONTRACTOR TO PROVIDE AND INSTALL REMOTE RELEASE FOR FRONT DOORS AT S IT TO STAND DESK. GC TO COORDINATE WITH TENANT A. CONTRACTOR TO ENSURE PLACEMENT OF POWER/ DATA OUTLETS TO BE BETWEEN 2'-3" AND 5' -0" FROM THE CORNER. REFER TO ENLARGED TYPICAL OFFICE PLAN 11/A15.2. B. FLOOR OUTLET LOCATIONS TO BE VERIFIED BY TENANT FURNITURE VENDOR PRIOR TO INSTALLATION. FIRESAFE ALL OPENINGS C. CONTRACTOR TO PROVIDE AND INSTALL CONDUIT, RING AND PULL STRING FOR ALL DATA OUTLETS, TYPICAL THROUGHOUT LIMIT OF WORK. GENERAL CONTRACTOR TO PROVIDE CONNECTION TO SERVER ROOM. D. CONTRACTOR IS REQUIRED TO CONNECT FURNITURE WHIPS TO BUILDING POWER. E. PROVIDE 1'-0" MIN. LINEAR SPACING BETWEEN BACK BOXES ON OPPOSING SIDES OF PARTITION. PROVIDE SOUND SEAL PUTTY OR WRAP AT ALL CONNECTION BOXES AT THIS LOCATION. F. REFER A15.2 FOR WIRING HARNESS AT SYSTEMS FURNITURE. ** PROJECT NOTES APPLY TO ENTIRE LIMIT OF WORK ** PROJECT NOTES SCALE: 1/8" = 1'-0" POWER/DATA PLAN 07/19/21 EQ EQ2'-9" 2'-3"5'-0"DESIGNATED SPACE GIVEN TO LOCATE POWER/DATA OUTLETS PER FURNITURE SPECIFICATIONS.EQ EQ+18" +18"4"© DLR GroupRevisions -ALL PROJECT COMMUNICATION TO BE SENT TO MARK REED/MONICA BATES, NOT AOR.5/25/2021 3:32:31 PMC:\Revit\_2020\KH Indianapolis Expansion CD's v_20_hgriffo.rvt23-21100-00 5.26.2021 BID/PERMIT ENLARGED POWER PLANS & WIRING HARNESS DIAGRAM A15.2250 E. 96TH ST. #580INDIANAPOLIS, IN 46240INDIANAPOLIS, INDIANANOTE: FOR REFERENCE ONLY. REFER TO ELECTRICAL PLANS FOR ADDITIONAL REQUIREMENTS. SCALE: 1/2" = 1'-0"A15.2 11 TYPICAL PRIVATE OFFICE POWER LOCATIONS PLAN 07/19/21 REF.RF MWMWF.E.C.MWTV+66TV+66DN UPDN UP TV+66TV+66REF.LIMIT OF WORK75" SAMSUNG MID-RANGE 4K ULTRA HD SMART LED TV CENTER TV IN ROOM AND CENTER WITH FURNITURE UNLESS OTHERWISE NOTED ON PLAN EQ EQ5'-6"CONTRACTOR PROVIDED AND INSTALLED CHIEF BOX TA500 THINSTALL AND LARGE -TS525TU LARGE THINSTALL DUAL SWING ARM 21.75" x 34" x 3.96" CREDENZA 1 1/2" CONDUIT FROM FLOOR CORE TO BOTTOM OF CHIEF BOX POWER TO CHIEF BOX CONDUIT FOR DATA HOMERUN TO SERVER ROOM G.C. TO PROVIDE HORIZONTAL METAL STUD AND FIRE RETARDANT TREATED WOOD BLOCKING BEHIND CHIEF BOX GC TO PLACE VERTICAL METAL STUDS ON EITHER SIDE OF CHIEF BOX GC TO PLACE VERTICAL FIRE RETARDANT TREATED WOOD BLOCKING ON EITHER SIDE OF THE CHIEF BOX ATTACHED DIRECTLY INTO THE CHIEF BOX REFER RCPSCHEDULED FLOOR MONUMENT FOR A.V. COMBINATION POWER/DATA FLOOR MONUMENT 1 1/2" CONDUIT W/ PULL WIRE SCHEDULED FINISHED FLOOR SCHEDULED A.V. CREDENZA POWER OUTLET @ STANDARD HT. DATA OUTLET @ STD. HT. 1 1/2" CONDUIT W/ PULL WIRE BACKING FOR WALL MOUNTED T.V. CHIEF BOX AS SPECIFIED 1 1/2" CONDUIT W/ PULL WIRE EXTENDED TO ACCESSIBLE CEILING LINE OF SCHEDULED CEILING A. CONTRACTOR TO SUPPLY AND INSTALL ALL CHIEF AV BOXES SHOWN ON PLANS. B. CONTRACTOR TO PROVIDE AND INSTALL ALL TV'S. C. KIMLEY HORN TO PROVIDE MINI-PC'S BEHIND TV'S AS REQUIRED. AV PLAN NOTES TYPICAL UPS UNIT SPECIFICATION APC SMART UPS SU2200RM2U 2200VA SPECS: OUTPUT POWER CAPACITY: 1980 WATTS / 2200 VA MAX CONFIGURABLE POWER: 1980 WATTS / 2200 VA NOMINAL OUTPUT VOLTAGE: 120 V EFFICIENCY AT FULL LOAD: 95% OUTPUT VOLTAGE DISTORTION: LESS THAN 5% AT FULL LOAD BATTERIES & RUNTIME BATTERY TYPE: MAINTENANCE-FREE SEALED LEAD-ACID BATTERY WITH SUSPENDED ELECTROLYTE, LEAK PROOF TYPICAL RECHARGE TIME: 3 HOURS REPLACEMENT BATTERY CARTRIDGE: RBC43 RBC QUANTITY: 1 COMMUNICATIONS & MANAGEMENT INTERFACE PORTS: DB-9 RS-232, SMARTSLOT, USB AVAILABLE SMARTSLOT INTERFACE QUANTITY: 1 CONTROL PANEL: LED STATUS DISPLAY WITH LOAD AND BATTERY BAR-GRAPHS AND ON LINE, ON BATTERY, REPLACE BATTERY AND OVERLOAD INDICATORS, 8 FEET / 2.44 METERS INPUT VOLTAGE RANGE FOR MAIN OPERATIONS: 75 ~ 154 V, 47 ~ 53 HZ FOR 50 HZ NOMINAL, 57 ~ 63 HZ FOR 60 HZ NOMINAL CREST FACTOR: UP TO 5:1 WAVEFORM TYPE: SINE WAVE OUTPUT CONNECTIONS: 6X NEMA 5-15R 2X NEMA 5-20R 1 1 © DLR GroupRevisions -ALL PROJECT COMMUNICATION TO BE SENT TO MARK REED/MONICA BATES, NOT AOR.5/25/2021 3:32:33 PMC:\Revit\_2020\KH Indianapolis Expansion CD's v_20_hgriffo.rvt23-21100-00 5.26.2021 BID/PERMIT AV NOTES & ENLARGED SERVER ROOM A15.3250 E. 96TH ST. #580INDIANAPOLIS, IN 46240INDIANAPOLIS, INDIANAPOWER MOUNTED IN BOX AS SHOWN DATA MOUNTED IN-BOX AS SHOWN 1. CONFERENCE ROOM REQUIREMENTS A. FLOOR CORE -QUAD POWER AND THREE (3) DATA OUTLETS HOUSED IN FLOOR CORE RUNNING TO CHIEF BOX. TWO (2) DATA IN FLOOR CORE TERMINATING AT PATCH PANEL. CONTRACTOR TO PROVIDE AND INSTALL FLOOR CORE DEVICE AS INDICATED ON A15.1. CONTRACTOR TO COORDINATE EXACT FLOOR CORE LOCATION WITH TENANT FURNITURE VENDOR. B. FLOOR CORE-TO-CONDUIT -CONTRACTOR TO PROVIDE AND INSTALL 1 1/2" CONDUIT FROM FLOOR CORE TO WALL AS SHOWN. CONDUIT TO TERMINATE WITHIN CHIEF BOX AS SHOWN ON A15.3. C. CHIEF BOXES -REFER TO A15.3 FOR CONTRACTOR PROVIDED AND INSTALLED CHIEF BOX SPECIFICATION. STANDARD HDMI CABLE -END TO END. NO ETHERNET HDMI CABLE ALLOWED. CONTRACTOR TO PROVIDE AND INSTALL TWO (2) DATA CABLES TERMINATING AT PATCH PANEL AND STANDARD DUPLEX POWER MOUNTED AS SHOWN. PROVIDE BACKING AS NOTED ON SHEET 15.3. D. MONITOR ARM -CONTRACTOR TO PROVIDE AND INSTALL MONITOR ARM AS INDICATED ON A15.3. CONTRACTOR TO INSTALL 75" TENANT PROVIDED TV. SCALE: 1/2" = 1'-0"A15.3 44 TV BOX TYPICAL ELEVATION KEYED NOTES VIEW FROM BACK SIDE OF CHIEF BOX SCALE: 3" = 1'-0"A15.3 45 TYPICAL AUDIO/VIDEO DIAGRAM 1 3 6 12 24 48 PLAN NORTH TRUE NORTH SCALE: 1/8" = 1'-0" AV PLAN 07/19/21 REF.RF MWMWF.E.C.MWDN UPDN UP REF.LIMIT OF WORKCABLING VENDOR TO INSTALL DATA AND HDMI AS CALLED OUT IN DRAWINGS DEVICE MOUNTING PLATE - DEVICE PLATE THAT WILL ACCEPT UP TO FOUR (4) ORTRONICS SERIES II DUAL MODULAR INSERTS. FOR USE IN THE CENTER COMPARTMENT ONLY. DEVICES SUPPLIED BY OTHERS. 6SER TYP. THROUGHOUT LIMIT OF WORK 1 PTD-1 PTD-1 © DLR GroupRevisions -ALL PROJECT COMMUNICATION TO BE SENT TO MARK REED/MONICA BATES, NOT AOR.5/25/2021 3:32:36 PMC:\Revit\_2020\KH Indianapolis Expansion CD's v_20_hgriffo.rvt23-21100-00 5.26.2021 BID/PERMIT POKE THRU DEVICE PLAN A15.4250 E. 96TH ST. #580INDIANAPOLIS, IN 46240INDIANAPOLIS, INDIANASPECIFICATIONS PTD-1: FLUSH POKE-THRU DEVICE: CONFERENCE ROOMS MANUFACTURER MODEL/DESCRIPTION LEGRAND WIREMOLD 6AT 6" (6ATCBK) DIAMETER CORE TWO (2) #68REC (POWER) ONE (1) 6SER DEVICE MOUNT NOTE: CABLING VENDOR TO INSTALL DATA AND HDMI PTD-1 68 REC RECEPTACLE 20 AMP DUPLEX 6ACT8A RECEPTACLE FOR DATA. PROVIDE RING AND STRING FOR CABLING VENDOR 01. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF THE MANUFACTURER AND CODES/ORDINANCES. 02. CONTRACTOR TO FIELD COORDINATE LOCATIONS OF ALL NEW POWER AND COMMUNICATIONS OUTLETS WITH EXISTING CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCY FROM PLAN. COORDINATE ELECTRICAL/DATA AND LIGHT SWITCH LOCATIONS WITH FURNITURE AND EQUIPMENT SHOWN ON ARCHITECTS POWER PLAN. 03. VERIFY TYPE OF FLOOR SLAB WITH BUILDING'S STRUCTURAL ENGINEER. PROVIDE ALL SAFEGUARDS AS REQUIRED BY ENGINEER INCLUDING, BUT NOT LIMITED TO SLAB X-RAY, PRIOR TO CONDUCTING ANY SLAB PENETRATIONS. INSTALL FIRE PROOFING AT ALL PENETRATIONS PER LOCAL CODES AND ORDINANCES. 04. "POKE-THRU" ELECTRICAL DEVICES, WHEN PLACED IN MULTIPLES, MUST HAVE A MINIMUM SEPARATION OF TWO (2'-0") FEET O.C. AND NOT MORE THAN ONE (1) HOLE PER 65 SQUARE FEET OF AREA OF FLOOR SPAN OR AS REQUIRED FOR COMPLIANCE WITH APPLICABLE UL LISTING, (WHICHEVER MAY BE THE MOST RESTRICTIVE). 05. CONTRACTOR IS TO COMPARE ARCHITECTURAL POWER/COMMUNICATIONS PLAN WITH ASSOCIATED MEP DRAWINGS AND REPORT ANY DISCREPANCIES IMMEDIATELY TO ARCHITECT. 06. THIS DRAWING HAS BEEN PREPARED TO ASSIST THE OWNER. ARCHITECT'S POWER PLAN INDICATES LOCATION ONLY. REFER TO ELECTRICAL ENGINEERING DOCUMENTS FOR CODE COMPLIANCE. 07. CONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL DEVICES AND PERFORM ALL ELECTRICAL WORK AS SHOWN OR IMPLIED ON ALL PLANS. 08. ALL WORK IS TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE MANUFACTURER, NATIONAL BOARD OF FIRE UNDERWRITERS, PUBLIC UTILITIES AND TELEPHONE COMPANIES, AND OTHER AUTHORITIES HAVING JURISDICTION. 09. ALL MATERIALS REQUIRED SHALL CONFORM WITH THE STANDARDS SET BY THE UNDERWRITERS LABORATORIES INC. IN EVERY CASE WHERE SUCH A STANDARD HAS BEEN ESTABLISHED FOR THE INSTALLATION INDICATED. 10. ALL FLOOR CORES AT WORKSTATIONS/MODULAR FLOOR FEEDS FOR DATA TO HAVE DEDICATED 1 1/2" CONDUITS WITH PULL STRINGS UP TO ACCESSIBLE CEILING SPACE. FLOOR CORES CANNOT BE DAISY CHAINED AND SHALL BE HOME RUNS BACK TO THE SERVER ROOM KEYED NOTES UL LISTED AND UL FIRE CLASSIFIED TO U.S. AND CANADIAN SAFETY STANDARDS. UL FIRE RATED FOR UP TO 2-HOUR RATED FLOORS MAINTAINS THE FIRE CLASSIFICATION OF THE FLOOR CULUS LISTED, METALLIC OUTLET BOX FILE NUMBER E2961. GUIDE QCIT. CULUS LISTED NONMETALLIC OUTLET BOXES & FITTINGS CLASSIFIED FOR FIRE RESISTANCE: FILE R8209, GUIDE CEYY. 1 3 6 12 24 48 PLAN NORTH TRUE NORTH NOTE: REFER TO FLOOR CORE SPECIFICATIONS FOR ADDITIONAL NOTES REFER TO ELECTRICAL PLANS FOR ADDITIONAL REQUIREMENTS SCALE: 1/8" = 1'-0" POKE THRU DEVICE PLAN 1. ALL FLOOR OUTLET LOCATIONS TO BE VERIFIED BY TENANT FURNITURE VENDOR PRIOR TO INSTALLATION. 07/19/21 REF.RF MWMWF.E.C.MWDN UPDN UP REF.LIMIT OF WORKAREA NOT IN CONTRACT (NIC) OBJECT NOTATIONS: E EXISTING R RELOCATED N NEW LOW VOLTAGE PLAN LEGEND DATA DROP DATA DROP NUMERICAL DESIGNATION--- WIRELESS ACCESS POINT LOW VOLTAGE PLAN NOTES A. CONTRACTOR TO BASE LOW VOLTAGE CABLING BID ON INFORMATION FOUND IN ARCHITECTURAL DOCUMENTS. B. CONTRACTOR TO PROVIDE (1) CAT-6 CABLE PER CABLE DROP SYMBOL LOCATED ON PLAN. C. CONTRACTOR TO PROVIDE (1) CAT-6 CABLE PER WIRELESS ACCESS POINT AS LOCATED ON PLANS. D. CONTRACTOR TO PROVIDE LOW VOLTAGE TESTING REPORT TO ENSURE ALL CABLES. E. PROVIDE 8' SERVICE LOOP AT ALL WIRELESS ACCESS POINTS HARDWARE NEEDED DESCRIPTION CABLING CAT6 CABLE PATCH PANELS SPACE FOR 1.75 X THE CURRENT NUMBER OF DATA DROPS WORKSTATION/OFFICE 1 DATA DROP EACH EXTERIOR DOORS "1 DATA DROP, SURFACE MOUNT ABOVE CEILING TILES" SERVER ROOM / IT STORAGE DOORS "1 DATA DROP, SURFACE MOUNT ABOVE CEILING TILES" WIRELESS ACCESS POINTS WIRELESS ACCESS POINT BY TENANT, INSTALLED BY CONTRACTOR. FINAL LOCATIONS AS DIRECTED BY TENANT. CONTRACTOR TO PROVIDE LOW VOLTAGE PRODUCTION ROOMS SEE LOCAL IT STAFF FOR LOCATIONS OTHER PRINTERS SEE LOCAL IT STAFF FOR LOCATIONS CONFERENCE ROOM SETUP CONSULT LOCAL IT THREE (3) DATA OUTLETS HOUSED IN FLOOR CORE RUNNING TO CHIEF BOX. TWO (2) DATA IN FLOOR CORE TERMINATING AT PATCH PANEL. HDMI CONNECTION TO BE STANDARD END-TO-END CONNECTION, NOT OVER ETHERNET. IDF ROOM REQUIRED IF DATA DROPS ARE MORE THEN 300FT FROM SERVER ROOM CONDUIT GC PROVIDES ALL NECESSARY CONDUIT BETWEEN BUILDING MPOE (MAIN POINT OF ENTRY) AND KIMLEY-HORN SERVER ROOM. PATCH PANELS PATCH CABLES PROVIDED BY KIMLEY-HORN LOW VOLTAGE REQUIREMENTS TV 2x CAT6 TO PATCH 3x CAT6 HDMI CABLE TERMINATED IN FEMALE/FEMALE FLOOR CORE CHIEF BOX/TV TO PATCH TO PATCH1 2 CONFERENCE 512 OPEN 509 OFFICE 503 OPEN 507 OFFICE 513 OFFICE 514 OFFICE 502 OFFICE 501 OFFICE 510 OFFICE 511 OFFICE 505 HUDDLE 504 OFFICE 506 1 2 © DLR GroupRevisions -ALL PROJECT COMMUNICATION TO BE SENT TO MARK REED/MONICA BATES, NOT AOR.5/25/2021 3:32:57 PMC:\Revit\_2020\KH Indianapolis Expansion CD's v_20_hgriffo.rvt23-21100-00 5.26.2021 BID/PERMIT LOW VOLTAGE PLAN A16.0250 E. 96TH ST. #580INDIANAPOLIS, IN 46240INDIANAPOLIS, INDIANA1 3 6 12 24 48 PLAN NORTH TRUE NORTH KEYED NOTES 1. HOME RUN FIBER OPTIC HDMI CABLE FROM CHIEF BOX TO FLOOR CORE, TRUE HDMI, NOT OVER ETHERNET 2. REFER TO 1/A16.0 FOR DATA CABLING AT CONFERENCE ROOM. SCALE: 1/2" = 1'-0"A16.0 1 LOGITECH TAP CONFERENCE ROOM DIAGRAM SCALE: 1/8" = 1'-0" LOW VOLTAGE PLAN 07/19/21