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PLAN LEGEND: <br />... 3-HR RATED FIRE WALL <br />2-HR RATED SHAFT WALL OR FIRE <br />PARTITION <br />WALL TYPE (SEE SHEET A5.4) <br />WINDOW TAG <br />DOOR TAG - REFER TO SHEET A6.3 <br />FOR INTERIOR DOORS <br />LL <br />FIRE EXTINGUISHER CABINET <br />(RECESSED) <br />N <br />FIRE EXTINGUISHER CABINET <br />(RECESSED, FIRE -RATED) <br />M <br />FIRE EXTINGUISHER CABINET <br />LL <br />(SURFACE MOUNT) <br />L\ <br />CCTV CAMERA BY OTHERS <br />/ <br />PROPOSEDII GROUND FLOOR <br />PLAN KEYNOTES: <br />1 NEW STOREFRONT ENTRY DOOR SYSTEM. <br />2 NEW STOREFRONT WINDOW SYSTEM. <br />OSTEPS EXIST AT EXISTING ENTRANCES ON <br />PORTAGE AVE AT THE 1918 AND 1924 BUILDINGS. <br />NEW ENTRANCES CANNOT EASILY BE <br />CONSTRUCTED WITH ZERO THRESHOLDS, BUT <br />ACCESSIBLE ROUTE TO EACH TENANT SPACE CAN <br />BE PROVIDED FROM WITHIN THE BUILDING <br />O4 PROVIDE NEW STEPS AT NEW STOREFRONT ENTRY <br />ONEW 2' WIDE STAIR TO CONNECT NORTH SECTION <br />LEVEL TO MID NORTH SECTION LEVEL <br />OPROVIDE NEW (23') RAMP TO CONNECT NORTH <br />SECTION LEVEL TO MID NORTH SECTION LEVEL <br />7 PROVIDE NEW RAMP TO CONNECT INTERIOR STEP <br />CHANGE <br />OEXISTING TILE FLOORING TO REMAIN. <br />OPROVIDE NEW LOCKSET ON EXISTING DOOR TO <br />REMAIN. PROVIDE NEW DOOR AT FRAME WITH <br />LOCKSET <br />10 ELEV 1: HOISTWAY & EQUIPMENT SERVING NEW <br />1400 LB. PASSENGER ELEVATOR. PROVIDE ACCESS <br />AS REQUIRED BY ELEVATOR MANUFACTURER. <br />FINAL HOISTWAY REQUIREMENTS ARE TO BE <br />CONFIRMED WITH ELEVATOR MANUFACTURER <br />(ORION LU/LA), BUT MAY INCLUDE PROVISIONS <br />FOR A SWITCHED LIGHT, FIXED LADDER, SUMP PIT, <br />AND FIRE EXTINGUISHER. PROVIDE <br />CODE -COMPLIANT SIGNAGE ADJACENT TO <br />ELEVATOR PER INDIANA BUILDING CODE SECTION <br />3002.3. <br />11 EXISTING CONCRETE FLOOR TO REMAIN. PATCH <br />DIVOTS & DEPRESSIONS LARGER THAN 2" ACROSS <br />TO MAINTAIN A RELIABLE FLAT WALKING <br />SURFACE. FILL LARGER HOLES SOLID WITH <br />CONCRETE. <br />12 NEW 6" CONCRETE SLOPED RAMP REFER TO RAMP <br />TRENCH SECTION FOR MORE CONSTRUCTION <br />DETAILS (SHEET S1.2) <br />13 NEW STAIRCASE: MASON TO CUT NEW FIRE <br />STAIRS, PROVIDE 8" CMU WALLS AS SHOWN ON <br />PROPOSED FLOOR PLAN, CONNECT GROUND <br />FLOOR TO BASEMENT AND SECOND FLOOR <br />14 EXISTING STAIRCASE TO REMAIN AND RENOVATE. <br />NEW PAINTED METAL STAIR HANDRAIL MOUNTED <br />TO EXISTING WALL. PROVIDE EXTENSIONS AS <br />REQUIRED BY CODE. MOUNT TOP OF RAIL <br />BETWEEN 34"-38" ABOVE TREAD NOSING- REVIEW <br />FINAL MOUNTING HEIGHT IN FIELD WITH <br />ARCHITECT PRIOR TO INSTALLATION. <br />15 EXISTING DOOR FRAMES TO REMAIN. INSTALL <br />NEW DOOR UNITS AND HARDWARE. SEE DOOR <br />SCHEDULE. <br />16 COVER EXISTING SPIRAL STAIR OPENING. AREA TO <br />BE USED AS STORAGE FOR TENANT SPACE ON <br />GROUND FLOOR. NO ACCESS TO BASEMENT. <br />17 SKYLIGHT ABOVE <br />18 42" HIGH STEEL GUARDRAIL W/ WIRE MESH INFILL <br />19 DOOR ENCROACHMENT AREA. SIDEWALK AREA TO <br />REMAIN 5'-0" CLEAR. <br />20 STEP ENCROACHMENT AREA. SIDEWALK AREA TO <br />REMAIN 5'-0" CLEAR. <br />PHASE 1' D PHASE 2 <br />GENERAL PLAN NOTES: <br />1. SEE PLANS FOR EXISTING OVERALL <br />DIMENSIONS. IT IS THE RESPONSIBILITY OF <br />THE CONTRACTOR TO FIELD VERIFY ALL <br />DIMENSIONS PRIOR TO PERFORMING <br />WORK. <br />2. EXISTING WALLS TO REMAIN ARE SHOWN <br />NO HATCHED ON THE PLANS. <br />3. DIMENSIONS ARE TO CENTER OF STUD, <br />UNLESS NOTED OTHERWISE. <br />4. ALL UNDIMENSIONED DOORS ARE TO BE <br />LOCATED WITH THE HINGE SIDE OF THE <br />DOOR 4" AWAY FROM THE ADJACENT <br />PERPENDICULAR WALL. <br />5. DIMENSIONS DENOTED WITH AN <br />INDICATE CRITICAL CLEARANCES REQUIRED <br />FOR ACCESSIBILITY. <br />6. SEE WALL TYPES ON SHEET XX.X FOR MORE <br />INFORMATION. <br />2'-10" 2'-10" 2'-10" 0° 1' 3z" 1o-„ <br />PROPOSED GROUND FLOOR PLAN ° 4' 8' 16' <br />SCALE: 3/32" = 1' - 0" @ 22x34 / 3/64" = 1' - 0" @ 11x17 <br />7. CONTRACTOR TO COORDINATE <br />LOCATIONS OF PROPOSED NEW FLOOR <br />CORES WITH EXISTING STRUCTURE, PRIOR <br />TO CONSTRUCTION. IF CONFLICTS EXIST <br />BETWEEN THE PROPOSED PLUMBING DROP <br />LOCATIONS AND THE EXISTING <br />STRUCTURE, CONTACT THE ARCHITECT & <br />PLUMBING ENGINEER FOR RESOLUTION. <br />8. SEE SPECIFICATIONS SECTION 002000 FOR <br />DIRECTIVES FOR HANDLING HAZARDOUS <br />MATERIALS THAT ARE UNCOVERED DURING <br />THE CONSTRUCTION PHASE. <br />W <br />A <br />R <br />D <br />BAKERY <br />REHABILITATION <br />908 PORTAGE AVE. <br />SOUTH BEND, IN <br />4 6 6 1 4 <br />PROPOSED <br />GROUND <br />FLOOR PLAN <br />REVISED: <br />THIS DOCUMENT AND THE DESIGN IS THE PROPFRTV OF KIL <br />ARCHITECTURE / PLANNING AND THE USE IS LIMITED TO THE SPECIFIED <br />PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THIS <br />DOCUMENT AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND <br />OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THIS <br />DOCUMENT MAY NOT BE REPRODUCED, COPIED OR USED <br />W ITHOUT THE WRITTEN PERMISSION OF KIL ARCHITECTURE / PLANNING. <br />© COPYRIGHT 2024 <br />KIL ARCHITECTURE / PLANNING <br />