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HomeMy WebLinkAboutG001VICINITY MAP ARCHITECTURAL SYMBOLS ARCHITECTURAL ABBREVIATIONS GENERAL NOTES AND CONDITIONS PROJECT TEAM ACCESSIBILITY NOTES PROJECT SITES RANGELINE RD.S GUILFORD RD.KEYSTONE PKWY.KEYSTONE PKWY.N COLLEGE AVE.E 111 th ST. E CARMEL DR.W CARMEL DR. E 116 th ST. 888A 33 88 RFI - #001 A 888 A888A SIM. 888 A888A SIM. 29 TITLE SCALE: 1/8" = 1'-0" ELEVATION MARKERS: ELEVATION NUMBER(S) SHEET NUMBER DETAIL AND PLAN MARKERS: DETAIL NUMBER SHEET NUMBER SECTION MARKERS: DRAWING TITLES: DRAWING NUMBER SECTION NUMBER SHEET NUMBER SYMBOLS: DOOR MARK -COMMON DOOR MARK -UNITS WINDOW MARK KEY NOTE WALL TYPE MARK, REFER TO SHEET A601 FOR SPECIFIC WALL TYPES. FIRE EXTINGUISHER REVISION MARK ELEVATION251.10' SIM. 888 A888A A888 88 88 88 88 0 0 A 1 COLUMN AND GRID SYSTEM: NORTH ARROW: B3a-alt 8800 29 A888 UNIT PLAN TAG: UNIT TYPE DETAIL NUMBER SHEET NUMBER 88 1i F 1 ADDRESS 01 ASSEMBLY MARK, REFER TO SHEET A602 FOR SPECIFIC TYPES. STOREFRONT, REFER TO SHEETS A630-A631 FOR SPECIFIC TYPES.SA 88 EQUIPMENT TAG ACT ACOUSTICAL (CLG) TILE ALUM ALUMINUM BLKG BLOCK(ING) BOC BOTTOM OF CURB BSMT BASEMENT CIR CIRCLE CJ CONTROL JOINT CLG CEILING CLO CLOSET COL COLUMN CONC CONCRETE CPT CARPET CPB CARPET BASE DIA DIAMETER DIM DIMENSION DS DOWNSPOUT EA EACH EDF ELECTRIC DRINKING FOUNTAIN EJ EXPANSION JOINT ELEV ELEVATOR EQ EQUAL EQUIP EQUIPMENT EXIST EXISTING EXP EXPOSED EXT EXTERIOR FD FLOOR DRAIN FDTN FOUNDATION FF FINISH FLOOR FIN FINISH FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUDS FTG FOOTING GA GAUGE GALV GALVANIZED GL GLASS/GLAZING GYP. BD.GYPSUM BOARD HB HOSE BIB HDW HARDWARE HM HOLLOW METAL INSUL INSULATE / INSULATION INT INTERIOR J-BOX JUNCTION BOX KIT KITCHEN LAV LAVATORY MISC MISCELLANEOUS MO MASONRY OPENING MRF MANUFACTURE(ER)(ING) NIC NOT IN CONTRACT NTS NOT TO SCALE T TREAD TB TOWEL BAR THK THICK(NESS) THRES THRESHOLD TOC TOP OF CURB/CONCRETE TOL TOLERANCE TOS TOP OF SLAB TOST TOP OF STEEL TPD TOILET PAPER DISPENSER TYP TYPICAL UNO UNLESS NOTED OTHERWISE VAR VARNISH VB VINYL BASE VCT VINYL COMPOSITE TILE VEST VESTIBULE VF VINYL FLOORING VNR VENEER VWC VINYL WALL COVERING WB WOOD BASE WC WALL COVERING WD WOOD WH WATER HEATER ± PLUS OR MINUS CENTER LINE PROPERTY LINE CL PL OC ON CENTER OFCI OWNER FURNISHED CONTRACTOR INSTALLED OFOI OWNER FURNISHED OWNER INSTALLED OPP OPPOSITE PG PLASTIC GLAZING PLAM PLASTIC LAMINATE PNL PANEL PR PAIR PT PRESSURE TREATED PTD PAINT(ED) QT QUARRY TILE R RADIUS RB RUBBER BASE RD ROOF DRAIN REF REFERENCE REFR REFRIGERATOR REV REVISION RM ROOM ROW RIGHT OF WAY SC STAINED/SEALED CONCRETE SECT SECTION SIM SIMILAR SPEC SPECIFICATION SS SOLID SURFACE STOR STORAGE TRUE NORTH PROJECT NORTH GENERAL 1. IT IS UNDERSTOOD THAT THE ARCHITECT HAS DESIGNED THIS PROJECT AS A MULTIFAMILY RENTAL PROJECT, AND DOES NOT FORESEE THAT THE PROJECT WILL BE CONVERTED INTO CONDOMINIUMS OR TO ANY ALTERNATE OCCUPANCY. THE ARCHITECT, ITS AGENTS AND CONSULTANTS ARE IN NO WAY LIABLE OR RESPONSIBLE TO ANY PARTY FOR ANY CONSEQUENCE, FINANCIAL OR OTHERWISE, ARISING OR ALLEGEDLY ARISING OR RELATING IN ANY MANNER TO A CONVERSION OF THE PROJECT FROM A MULTIFAMILY RENTAL PROJECT, INCLUDING BY WAY OF ILLUSTRATION AND NOT LIMITATION, ISSUES RELATING TO THE DESIGN, CONSTRUCTION AND MAINTENANCE OF THE PROJECT. 2. THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION MEETS OR EXCEEDS APPLICABLE CODES AND STANDARD PRACTICES, INCLUDING ALL FEDERAL, STATE, LOCAL BUILDING CODES AND ACCESSIBILITY REQUIREMENTS AND REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY VIOLATION OF THE SAME AND SHALL MAKE ALL WORK ACCEPTABLE TO THE JURISDICTIONAL AUTHORITY INVOLVED WITHOUT COST OR TIME TO THE PROJECT. REFERENCE CODE SUMMARY FOR APPLICABLE CODES ON SHEET G111-G131. 3. THIS PROJECT IS TO BE COMPLETED IN ONE PHASE WITH PHASED OCCUPANCY BY BUILDING. 4. ALL GENERAL NOTES APPLY TO THE ENTIRE SCOPE OF THIS TOTAL PROJECT AND THE CONTRACT DOCUMENTS (DRAWINGS, SPECIFICATIONS, ADDENDUMS, SUPPLEMENTAL DRAWINGS, ETC.). 5. THE CONTRACT DOCUMENTS INCLUDE THE PROJECT SPECIFICATIONS WHICH CANNOT BE EXCLUDED, MODIFIED, OR AMENDED, IN ANY WAY WITHOUT WRITTEN CONSENT OF THE ARCHITECT AND/OR ARCHITECT'S CONSULTANTS. 6. THE GENERAL CONTRACTOR SHALL COORDINATE SCHEDULING, SUBMITTALS, AND WORK TO ENSURE EFFICIENT AND ORDERLY SEQUENCE OF INSTALLATION OF INTERDEPENDENT CONSTRUCTION ELEMENTS WITH PROVISIONS FOR ACCOMMODATING ITEMS TO BE INSTALLED LATER. THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE ALL SPACE REQUIREMENTS, SUPPORTS, AND INSTALLATION OF EQUIPMENT, MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION WORK WHICH ARE INDICATED DIAGRAMMATRICALLY ON DRAWINGS PRIOR TO INITIATING WORK. ROUTING SHOWN FOR PIPES, DUCTS AND CONDUIT SHALL BE FOLLOWED AS CLOSELY AS PRACTICABLE WITH SPACE UTILIZED EFFICIENTLY TO MAXIMIZE ACCESSIBILITY FOR OTHER INSTALLATIONS, FOR MAINTENANCE, AND FOR REPAIR. THE GENERAL CONTRACTOR SHALL VERIFY THAT UTILITY REQUIREMENTS AND CHARACTERISTICS OF NEW OPERATING EQUIPMENT ARE COMPATIBLE WITH BUILDING UTILITIES PRIOR TO PROCUREMENT OR INSTALLATION, AND SHALL COORDINATE WORK OF VARIOUS TRADES HAVING INTERDEPENDENT RESPONSIBILITIES FOR INSTALLING, CONNECTING TO, AND PLACING IN SERVICE SUCH EQUIPMENT. ANY REQUIRED CHANGES OR ADJUSTMENTS TO THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 7. ALL SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE ARCHITECT AND/OR ARCHITECT'S CONSULTANT AND IF APPLICABLE MUST BE RESUBMITTED TO AND APPROVED BY THE APPROPRIATE JURISDICTIONAL AUTHORITY. FAILURE TO FOLLOW THIS PROCEDURE MAY RESULT IN THE REJECTION OF SOME OR ALL WORK INSTALLED, REGARDLESS OF THE STATUS OF THE WORK, AT THE SOLE EXPENSE OF THE CONTRACTOR. 8. ALL MATERIAL FINISH AND COLOR SELECTIONS SHALL BE APPROVED BY THE OWNER AND ARCHITECT PRIOR TO PROCUREMENT INSTALLATION. FAILURE TO FOLLOW THIS PROCEDURE MAY RESULT IN THE REJECTION OF SOME OR ALL WORK INSTALLED, REGARDLESS OF THE STATUS OF THE WORK, AT THE SOLE EXPENSE OF THE CONTRACTOR. 9. ERRORS OR OMISSIONS IN ANY SCHEDULE OR DRAWINGS DO NOT RELIEVE THE CONTRACTOR(S) FROM EXECUTING WORK INTENDED IN THE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS. 10. THE CONTRACTOR(S) SHALL BEAR THE TOTAL EXPENSE FOR AND SHALL REPAIR TO EXISTING CONDITIONS, ANY DAMAGE TO EXISTING CONSTRUCTION EQUIPMENT, IMPROVEMENTS, UNDERGROUND UTILITIES, PIPING OR CONDUIT NOT INDICATED IN THE DRAWINGS OR SPECIFICATIONS TO RECEIVE ALTERATIONS, ADDITIONS OR REMOVAL. 11. DO NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES. IN THE EVENT OF OMISSION OF NECESSARY DIMENSION(S), THE CONTRACTOR SHALL NOTIFY THE ARCHITECT. 12. INSTALL ALL ITEMS IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS, EXCEPT THAT THE SPECIFICATIONS HEREIN, WHERE THE MORE STRINGENT, SHALL BE COMPILED WITH. NOTIFY THE ARCHITECT IN WRITING OF ANY CONFLICTS. 13. ALL MECHANICAL, ELECTRICAL, PLUMBING, SECURITY, UTILITY, CABLE TV OR TELEPHONE EQUIPMENT SHALL BE INSTALLED SO AS NOT TO BE IN CONFLICT WITH ANY DOOR, WINDOW, SHUTTER PANEL OR POINT OF TRANSITION BETWEEN 2 OR MORE FINISH MATERIALS. MOISTURE PROTECTION 1. CONTRACTOR TO ASSURE THAT ALL FINISH CONDITIONS PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE AT ALL DOORS AND ALL OTHER EXTERIOR LOCATIONS. 2. FLASHING SHALL BE PROVIDED AS NECESSARY TO PREVENT THE ENTRANCE OF WATER AT OPENINGS IN OR PROJECTIONS THROUGH EXTERIOR WALLS AND ROOF. ALL EXTERIOR EXPOSED WORK SHALL BE INSTALLED IN SUCH MANNER AS TO ASSURE WEATHER TIGHT CONDITION. CONTRACTOR SHALL PROVIDE ALL CAULKING AND WEATHER BARRIER MATERIALS REQUIRED TO ASSURE A WEATHER TIGHT CONDITION. 3. PROPER WEATHER PROTECTION SHALL BE PROVIDED BEHIND VENEER WALLS TO ENSURE THAT PROPER WEATHER TIGHT CONDITIONS EXIST AND PROPER DRAINAGE BEHIND VENEER WALL IS PROVIDED. FIRE BLOCKING 1. WALLS AND STUD PARTITIONS SHALL BE FIREBLOCKED AT ALL FLOORS, CEILINGS AND ROOFS. FIREBLOCKING SHALL CONSIST OF APPROVED MATERIALS AS SPECIFIED BY THE BUILDING CODE. MATERIAL SHALL BE SECURELY FASTENED IN PLACE. 2. FIREBLOCKING SHALL BE PROVIDED IN ALL WALLS AND PARTITIONS TO CUT OFF ALL CONCEALED DRAFT OPENINGS BOTH HORIZONTAL AND VERTICAL AND TO FORM A FIRE BARRIER BETWEEN FLOORS AND BETWEEN THE UPPER FLOOR AND THE ROOF 0R ATTIC SPACE. 3. THE ANNULAR SPACE AROUND PIPES, TUBES, CONDUIT, WIRES, CABLES AND VENTS SHALL BE PROTECTED IN ACCORDANCE WITH ALL BUILDING CODES. 4. FIREBLOCKING SHALL NOT BE COVERED OR CONCEALED UNTIL INSPECTED BY THE BUILDING OFFICIAL. FIRE RESISTANCE RATED CONSTRUCTION 1. GENERAL CONTRACTOR SHALL UNSURE THAT ALL FIRE RESISTANT RATINGS SHALL COMPLY WITH ALL APPLICABLE CODES AND STANDARD PRACTICES INCLUDING ALL FEDERAL, STATE AND LOCAL BUILDING CODES. REFER TO BUILDING CODE SUMMARY ON SHEETS G111-G131. 2. APPROVED FIRE RESISTIVE CONSTRUCTION SHALL BE MAINTAINED AT MEMBRANE OR THROUGH PENETRATIONS OF RATED ASSEMBLIES FOR ALL MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION SYSTEMS AS REQUIRED. 3. ALL WALLS/PARTITIONS INCLUDING ASSEMBLY COMPONENTS ON ALL SIDES ENCLOSING VERTICAL OPENINGS SUCH AS STAIRWAYS, UTILITY SHAFTS AND ELEVATOR SHAFTS WHICH ARE REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL EXTEND FROM FLOOR TO FLOOR OR FLOOR TO ROOF. THESE WALLS/PARTITIONS SHALL BE CONTINUOUS THROUGH ALL CONCEALED SPACES SUCH AS THE INTERSTITIAL SPACE ABOVE THE CEILING MEMBRANE. THE SUPPORTING STRUCTURE SHALL HAVE A FIRE RESISTANCE RATING EQUAL TO OR GREATER THAN THE FIRE RESISTANCE RATING REQUIRED FOR THE VERTICAL ENCLOSURE. WHERE THE OPENINGS ARE OFFSET AT INTERMEDIATE FLOORS, THE OFFSET AND FLOOR CONSTRUCTION SHALL BE OF CONSTRUCTION HAVING A FIRE RESISTANCE OF NOT LESS THAN THAT REQUIRED FOR THE ENCLOSING PARTITIONS. 4. CORRIDOR PARTITIONS, SMOKESTOP PARTITIONS, HORIZONTAL EXIT PARTITIONS, EXIT ENCLOSURES, AND FIRE RATED WALLS REQUIRED TO HAVE PROTECTED OPENINGS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING IN A MANNER ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. SUCH IDENTIFICATION SHALL BE ABOVE ANY DECORATIVE CEILING AND IN CONCEALED SPACES. SUGGESTED WORDING: "FIRE AND SMOKE BARRIER -PROTECT ALL OPENINGS". 5. COLUMNS, GIRDERS, TRUSSES, BEAMS, LINTELS OR OTHER STRUCTURAL STEEL MEMBERS THAT SUPPORT MORE THAN TWO FLOORS OR ONE FLOOR AND ROOF, OR SUPPORT A LOAD BEARING WALL OR A NON-LOADBEARING WALL MORE THAN TWO STORIES HIGH SHALL BE INDIVIDUALLY PROTECTED ON ALL SIDES FOR THE FULL LENGTH WITH MATERIALS HAVING THE REQUIRED FIRE RESISTANCE RATING. DRAFTSTOPPING 1. GENERAL CONTRACTOR SHALL PROVIDE ALL DRAFTSTOPPING REQUIRED BY CODE. DRAFTSTOPPING SHALL BE OF APPROVED MATERIALS AND ADEQUATELY SUPPORTED. 2. DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, .375 INCH WOOD STRUCTURAL PANEL, .375 INCH PARTICLE BOARD OR OTHER MATERIAL APPROVED BY THE REGULATORY AGENCY HAVING JURISDICTION. 3. IN ALL R-2 OCCUPANCIES, DRAFTSTOPPING SHALL BE PROVIDED IN ALL FLOOR/CEILING SPACES WITHIN OR ADJACENT TO R-2 OCCUPANCIES ABOVE AND IN LINE WITH DWELLING UNIT SEPARATIONS UNLESS BUILDING IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM.. 4. DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING SPACES WITHIN OR ADJACENT TO ALL NON R-2 OCCUPANCIES SO THAT HORIZONTAL FLOOR AREA DOESN'T EXCEED 1000 SQ. FT. UNLESS BUILDING IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM. 5. IN ALL R-2 OCCUPANCIES DRAFTSTOPPING SHALL BE PROVIDED TO SUBDIVIDE ATTIC SPACES AND CONCEALED ROOF SPACES ABOVE AND IN LINE WITH DWELLING UNIT SEPARATION WALLS THAT DO NOT EXTEND TO THE UNDERSIDE OF ROOF SHEATHING ABOVE UNLESS ATTIC OR CONCEALED SPACE IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM. 6. DRAFTSTOPPING SHALL BE PROVIDED IN ALL ATTIC SPACES AND CONCEALED ROOF SPACES WITHIN OR ADJACENT TO ALL NON R-2 OCCUPANCIES SO THAT ANY HORIZONTAL AREA DOES NOT EXCEED 3000 SQ. FT. UNLESS ATTIC OR CONCEALED ROOF SPACES ARE EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM. 7. CONTINUOUS EXTERIOR CORNICES OF WOOD, OR OF WOOD FRAMES, SHALL BE DRAFTSTOPPED AT INTERVALS NOT EXCEEDING 20 FT. 8. CONCEALED OVERHANGS SHALL BE DRAFTSTOPPED AT INTERVALS NOT EXCEEDING 20'-0". FIRE SUPPRESSION AND FIRE ALARMS 1. SMOKE DETECTORS TO BE HARDWIRED WITH BATTERY BACK-UP AS REQUIRED BY CODE. 2. ONLY APPROVED SPRINKLERS AND DEVICES SHALL BE USED IN AUTOMATIC SPRINKLER SYSTEMS. SHOP DRAWINGS SHOWING COMPLETE LAYOUT OF THE SYSTEM SHALL BE SUBMITTED TO THE BUILDING OFFICIAL FOR PERMIT AND APPROVAL PRIOR TO INSTALLATION. 3. FIRE HOSE THREADS USED IN CONNECTION WITH AUTOMATIC SPRINKLER SYSTEMS SHALL BE APPROVED AND COMPATIBLE WITH FIRE DEPARTMENT HOSE THREADS. GLAZING 1. GLAZING INCLUDING GLASS MIRRORS AT ALL HAZARDOUS LOCATIONS AS DESCRIBED BY THE BUILDING CODE SHALL MEET THE REQUIREMENTS OF SAFETY GLAZING. ALL SAFETY GLAZING SHOULD BE TEMPERED UNLESS NOTED OTHERWISE. THERMAL PROTECTION 1. ALL OCCUPIED SPACES SHALL RECEIVE AN INSULATION BARRIER THAT IS CONTINUOUS AT ALL EXTERIOR WALL, CEILING AND FLOOR SURFACES. EXIT SIGNAGE 1. MEANS OF EGRESS AND EXITS SHALL BE MARKED PER THE CONTRACT DOCUMENTS AND AS REQUIRED BY THE REGULATORY AGENCY HAVING JURISDICTION USING APPROVED EXIT SIGNAGE. 2. AN INDEPENDENT AND SEPARATE SOURCE OF POWER IS PROVIDED FOR ALL EXIT SIGNAGE AND EMERGENCY LIGHTING. M.E.P. 1. ELECTRICAL BOXES LOCATED ON OPPOSITE SIDES OF A 1 HOUR RATED WALL ASSEMBLY MUST BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24". OWNER Buckingham Companies 941 North Meridian Street Indianapolis, IN 46204 317.974.1234 Contact: Justine Massonnier DEVELOPER Kite Realty Group 30 South Meridian Street, Suite 1100 Indianapolis, IN 46204 317.577.5600 Contact: Mark Jenkins / Matthew Koenig GENERAL CONTRACTOR Buckingham Companies 941 North Meridian Street Indianapolis, IN 46204 317.974.1234 Contact: Drew Fishbaugh ARCHITECT LRK Inc. 50 South B.B. King Blvd, Suite 600 Memphis, TN 38103 901.521.1440 Contact: Victor Buchholz, AIA STRUCTURAL ENGINEER Lynch, Harrison, Brumleve, Inc. 550 Virginia Avenue Indianapolis, IN 46203 317.423.1550 Contact: Patrick Lock, EI MECH./PLUMB./ELEC. ENGINEER KBSO Consulting, LLC 1344 South Rangeline, Suite 202 Carmel, IN 46032 317.344.8044 Contact: Seun Odukomaiya, P.E. CONSULTANTS DIRECT TO OWNER: CIVIL ENGINEER American Structurepoint 7260 Shadeland Station Indianapolis, IN 46256 317.547.5580 Contact: Nathan Winslow, P.E. LANDSCAPE ARCHITECT Context Design 5825 Lawton Loop East Drive Indianapolis, IN 46216 317.485.6900 Contact: Alyssa Prazeau, PLA, ASLA INTERIOR DESIGNER SJL Design Group 921 N. Riverfront Blvd., Suite 100 Dallas, TX 75207 214.443.9090 Contact: Anna Karcher 1. THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION MEETS OR EXCEEDS THE MINIMUM REQUIREMENTS OF ANSI A117. 2. ALL CONTROL DEVICES FOR LIGHT, POWER, HEAT, ALARMS, ETC. SHALL BE MOUNTED NO HIGHER THAN 46" FROM THE FLOOR TO THE HIGHEST OPERATIONAL ELEMENT OF THE DEVICE. 3. EXTERIOR AND INTERIOR PASSAGE DOORS WHERE OPERABLE HARDWARE IS PROVIDED, SHALL BE EQUIPPED WITH HANDLES, PULLS, LATCHES, LOCKS OR OTHER OPERATING HARDWARE DEVICES HAVING A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE GRASPING, TIGHT PINCHING OR WRIST-TWISTING MOTION TO OPERATE. 4. DOORS THAT LEAD TO AREAS THAT MIGHT PROVE DANGEROUS TO BLIND, VISUALLY IMPAIRED PERSONS OR PERSONS WITH LOW VISION CAPABILITIES (FOR EXAMPLE, DOORS LEADING TO LOADING DOCKS OR PLATFORMS, BOILER ROOMS, STAGES, ELECTRICAL EQUIPMENT ROOMS, ETC.) SHALL BE MADE READILY IDENTIFIABLE TO THE TOUCH BY A TEXTURED SURFACE ON THE DOOR HANDLE, KNOB, PULL OR OTHER OPERATING HARDWARE. 5. CONTRACTOR TO VERIFY THAT NO ELEMENT BETWEEN 27" AND 80" A.F.F. PROJECTS MORE THAN 4" INTO AN ACCESSIBLE ROUTE UNLESS IDENTIFIED WITH A CANE DETECTION ELEMENT. 6. PROVIDE SLIP RESISTANT FLOOR SURFACES ALONG ALL ACCESSIBLE ROUTES. 7. CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELLED WITH A SLOPE NO GREATER THAN 1:2. CHANGES IN LEVEL GREATER THAN 1/2" SHALL BE RAMPED PER ANSI 50 South B.B. King Blvd. Suite 600 Memphis, TN 38103 901.521.1440 Drawing Name: Client: Drawn By: Checked By: Project Name: Seal Issued / RevisedDate# Issues and Revisions ©2020 LRK Inc. Drawings, written material, and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent of LRK Inc. Do not scale drawings. Use given dimensions only. If not shown, verify correct dimensions with the Architect. Contractor shall check and verify all dimensions and conditions at job site.8/31/2021 1:32:03 PM C:\Revit Projects\18066-Corner Carmel-CENTRAL-19_smatsumotoBZ9SZ.rvtLRK Project Number: 01.18066.00 G001 GENERAL NOTES, ABBREVIATIONS, PROJECT TEAM The Corner Carmel, IN VWB RCHThe Corner Carmel, IN • 01.18066.00 1685 E. 116th Street, Carmel, IN 06.16.21 Permit Set B 08.20.21 IFC Set