2022 08 16 City Council
City Council · packet · 137 pages · Descriptive metadata inferred from filename
Extracted text for page 97
Unverified text extraction. Check the original page for numbers, names, and layout.
DN 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO THE COMMENCEMENT OF WORK. 2. CONTRACTOR TO NOTIFY OWNER IF SUSPECTED ASBESTOS IS FOUND. 3. CONTRACTOR SHALL RETAIN ALL REQUIRED EGRESS PASSAGES AND EMERGENCY LIGHTING THROUGHOUT THE DURATION OF THE WORK. 4. CONTRACTOR SHALL PROVIDE TEMPORARY BARRIERS TO PREVENT UNAUTHORIZED ACCESS TO CONSTRUCTION AREAS DURING THE DURATION OF THE WORK. 5. REMOVAL OF ANY PARTITION SHALL NOT EXPOSE THE FLOOR TO AN UNPROTECTED STATE. REPAIR AND/OR REPLACE AS REQUIRED. 6. REFER TO M/P/E, STRUCTURAL, & CIVIL SHEETS FOR ADDITIONAL INFORMATION. WALL FINISHES THAT MUST BE DISTRUBED TO INSTALL NEW OR RENOVATE EXISTING M/P/E SERVICES SHALL BE DONE IN AN ORDERLY FASHION AND REPAIRED BACK TO ORIGINAL (OR AS SCHEDULED "NEW") CONDITION PRIOR TO DEMO. 7. WHERE NEW OPENINGS ARE SHOWN TO BE CONSTRUCTED IN EXISTING CMU WALLS, ALIGN NEW CMU COURSING TO MATCH EXISTING. IN RUNNING BOND COURSING, TOOTH ALL MASONRY INTO NEW OPENINGS. PROVIDE A "FINISHED CMU" APPEARANCE AT JAMBS AND CASED OPENINGS. WHERE THE END OF A STRECHER BLOCK IS EXPOSED IN OPENING AND CANNOT BE REPLACED, PACK INDENTATON WITH GROUT AND FLOAT OUT TO PLANE OF BLOCK END AND TOOL JOINTS TO MATCH EXSITING. 8. WHERE EXIST. CMU WALLS ARE BEING PARTIALLY DEMOLISHED, EXISTING CMU TO REMAIN SHALL BE CLEANED, MADE SMOOTH, REPAIRED & PREPPED FOR NEW FINISHES. 9. PATCH & REPAIR ANY DAMAGED WALLS AND FLOORING. PREP FOR NEW FINISHES. 10. REPLACE ANY CEILING TILES DAMAGED DURING DEMOLITION. 11. IF EXISTING ITEMS IN WORKING ORDER PRIOR TO DEMOLITION ARE DAMAGED DURING CONSTRUCTION AND ARE TO BE REUSED, THE ITEM(S) SHALL BE RESTORED TO WORKING ORDER AND FINISHED OR REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. 12. ANY FINISHES, EQUIPMENT, FURNISHINGS, ETC., SCHEDULED FOR RE-USE, THAT ARE DAMAGED OR MISPLACED/LOST DURING THE COURSE OF THE WORK SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. 13. WHERE NO WORK IS TO TAKE PLACE, THE CONTRACTOR SHALL PROTECT ALL EXISTING FURNISHINGS AND FINISHES THROUGHOUT DEMOLITION AND RENOVATION WORK. 14. ANY DAMAGE TO EXISTING CURBS, WALKS, PAVING, UTILITIES, FENCING, OR EXTERIOR STRUCTURES AND OTHER ITEMS INDICATED TO REMAIN SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. 15. DISPOSE OF ALL DEBRIS IN ACCORDANCE WITH AUTHORITIES HAVING JURISDICTION. 16. G.C. TO VERIFY LOCATIONS OF EXISTING UTILITIES SO AS TO NOT DAMAGE EXISTING SERVICES. 17. ALL CONCRETE SLABS THAT ARE TO BE PARTIALLY REMOVED SHALL BE SAW CUT. REFER TO PLUMBING DRAWINGS FOR LOCATIONS OF NEW BELOW SLAB PIPING AND PROVIDE SAW CUT TRENCHES AS REQUIRED FOR THIER INSTALLATION. DEMO GENERAL NOTES DEMOLITION KEYNOTES REMOVE AND REFRAME PORTION OF EXISTING WALL AS REQUIRED TO CREATE AN OPENING PER NEW PLANS REMOVE EXISTING WINDOW, FILL IN OPENING WITH CONSTRUCTION TO MATCH EXISTING WALL REMOVE EXISTING DOOR AND FRAME, FILL IN OPENING WITH CONSTRUCTION TO MATCH EXISTING WALL REMOVE EXISTING SINK & COUNTERTOP - PREP. FOR NEW FIXTURES, SEE PLUMBING REMOVE EXISTING CMU WALL AND ALL ASSOCIATED ITEMS NOTE : DASHED LINES INDICATE AREAS OR ITEMS TO BE DEMOLISHED REMOVE PORTION OF CEILING TILE, GRID, & LIGHTS AS REQUIRED FOR NEW WALL REMOVE EXISTING DOOR, LEAVING FRAME INTACT TO RECEIVE NEW DOOR (WHERE SCHEDULED) REMOVE ALL PLUMBING FIXTURES & TOILET ACCESSORIES. CAP ALL PLUMBING REMOVE ALL CABINETS, COUNTERTOPS, SINKS, & ASSOCIATED ITEMS. CAP ALL PLUMBING. PREP FOR NEW FINISHES EXISTING CEILING TILE & GRID TO BE REMOVED FOR INSTALLATION OF NEW FIRE SPRINKLER SYSTEM. LIGHT FIXTURES & AIR DEVICES THAT WILL BE REUSED CAN BE TEMPORARILY SUSPENDED FROM STRUCTURE FOR REINSTALLATION IN NEW SYSTEM. SEE M/E/P DRAWINGS. REMOVE EXISTING FLOORING AND BASE. PREP FOR NEW FINISHES REMOVE PORTION OF EXISTING FLOORING AND BASE AS REQUIRED FOR NEW WALL. PREP FOR NEW FINISHES CLEAN AND PREP. EXISTING WALLS FOR NEW FINISHES. REPAIR ANY DAMAGED FINISHES TO REMAIN. REMOVE EXISTING DRINKING FOUNTAIN AND CAP WATER AND DRAIN LINES. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 REMOVE EXISTING STUD & GYP. BD. WALL AND ALL ASSOCIATED ITEMS REMOVE EXISTING OVERHEAD COILING DOOR COMPLETELY. 17 REMOVE EXISTING TOILET PARTITIONS 18 SAW CUT AND REMOVE EXIST. CONC. SLAB AS REQ'D AND/OR INDICATED TO INSTALL NEW TRENCH DRAINS, SLOPED CONC. SLAB FOR NEW KENNELS, AND NEW SEWER LINES. SEE PLUMBING DWGS FOR NEW DRAIN LAYOUT. 19 PROVIDE A NEW FINISHED OPENING [ 16 1/4" (W) x 34" (T)] TO RECIEVE NEW STEEL FRAME FOR NEW GUILLOTINE DOG DOOR. REMOVE EXISTING WOOD PANELING TO BARE STUDS AND PREP FOR NEW DRYWALL. 20 REMOVE EXISTING RECEPTION COUNTER21 22 SAW CUT AND REMOVE PORTION OF EXIST. CONC. SLAB AS INDICATED TO INSTALL NEW FOOTINGS FOR NEW STL. COLUMNS 23 REMOVE EXISTING DOCK SHELTER & SEALS, REPAIR ALL HOLES AND PREP WALL FOR NEW PAINT. REMOVE EXISTING DOOR AND FRAME, ENLARGE OPENING FOR INSTALLATION OF NEW FRAME & PAIR OF DOORS. 24 REMOVE EXISTING ANGLE IRON STRUCTURE AND EXHAUST FAN ON TOP AND ALL ASSOCIATED PIPING AND ELECTRICAL DEVICES. 25 2 2 8 10 11 2 2 6 2 4 1 12 8 15 3 2 3 4 2 14 4 4 4 6 6 6 6 6 6 2 8 8 4 4 2 12 1416 14 16 14 16 14 16 3 4 1 42' - 0" 22' - 0" 8' - 4"15' - 11" 22' - 5 1/4"16' - 3 3/4" 10' - 4" 21' - 4" 9' - 5 3/4" 10' - 4" 4' - 11" 27' - 2" 4" 18 181818 18 18 11 ALTERNATE 1 UNDER BASE BID THIS AREA IS TO REMAIN "AS IS" EXCEPT FOR THE INSTALLATION OF NEW FIRE SUPPRESSION SYSTEM AND AS OTHERWISE NOTED AND/OR AS MAY BE REQUIRED TO PERFORM THE WORK OF THE BASE BID. IF ALTERNATE #1 IS NOT INCLUDED IN THE CONTRACT, EXISTING CONSTRUCTION AND FINISHES THAT MUST BE DISTURBED TO ACCOMPLISH BASE BID WORK SHALL BE DONE AS MINIMALLY AND ORDERLY AS POSSIBLE, AND WILL NOT BE REQUIRED TO BE REPAIRED, EXCEPT ANY STRUCTURES DISTURBED (e.g. FLOOR SLAB, WALLS, ETC.) SHALL BE REPAIRED TO A PLUMB, LEVEL, AND FINISHED CONDITION (CONCRETE TROWEL SMOOTH) SUITABLE TO BE LEFT EXPOSED. SEE SHEET A1.3 FOR ALTERNATE #1 WORK. 2 4 4 4 4 4 3 2 2 2 20 4 20 20 6 16 1816 14 6 16 14 16 14 16 14 14 16 14 16 6 14 16 6 14 16 6 14 16 6 14 16 6 16 8 6 14 16 4 4 2 1 4' - 0" 4' - 0" 2 4 13 13 4 5' - 4" 5' - 4" 4' - 0" 5' - 4" 4' - 0"1' - 4" 7' - 4" 5' - 4" 5' - 4" 5' - 4" 4' - 0"2' - 0" 1' - 4" EXIST. CMU COL. 11' - 4" 5' - 4" 5' - 4" 4' - 0" 3' - 4" 1' - 4" EXIST. CMU COL. 2' - 0"4' - 0" 4' - 0" 6' - 8" 4' - 0" 5' - 4" 3' - 4" 1' - 4" EXIST. CMU COL. 3' - 4" 5' - 4" 19 19 19 19 1919191919191919191919191919191919 NOTE: THE OPENINGS SHOWN FOR THE GUILLOTINE DOG DOORS ARE ASSUMED LOCATIONS THAT WILL NEED TO BE FIELD VERIFIED. THE EXISTING CMU IS STACKED BOND WITH REINFORCED CELLS AT AN ASSUMED 32" O.C. THE INTENT IS TO LOCATE EACH OPENING FULLY IN A VERTICAL BLOCK COURSE (NOMINALLY 16" WIDE)THAT DOES NOT HAVE REINFORCING IN EITHER CELL OF THE BLOCK AND THAT FITS WITHIN THE WIDTH OF THE INTERIOR DOG KENNEL. THE DIMENSIONS SHOWN ARE TO THE CENTERLINE OF OPENING AND COURSES OUT WITH THE STACKED BOND AND REFERENCED TO THE CMU PILASTER COLUMNS. PRIOR TO MAKING THE OPENINGS, THE CONTRACTOR SHALL FIELD LOCATE THE CELLS THAT HAVE REINFORCING AND NOTIFY THE ARCHITECT IF THERE IS A CONFLICT IN THE DESIGN LOCATIONS AND HOW THE OPENING CAN BE MOVED TO AVOID THE REINFORCING AND STILL ALIGN WITH KENNEL. 2' - 0"3' - 4" 3 13 16 1616 16 16 16 16 161616 16 16 17 17 16 6 4 14 16 14 16 6 6 6 6 1 20 20 5 22 23 18 18 18 24 19 25 Allen&Hoshall engineers • architects • surveyors Allen & Hoshall 1661 International Drive, Suite 100 Memphis, TN 38120 901 820 0820 fax 901 683 1001 NOT FOR CONSTRUCTION CHECKED: DRAWN: JOB NO: DATE: COPYRIGHT Allen & Hoshall This document is proprietary to Allen & Hoshall and shall not be reproduced or used by others without prior written consent. F:\63006-4- Athens Muni Fac Reno- TO #5- Animal Shelter\REVIT\63006 - ARCH CENTRAL ANIMAL SHELTER R20.rvt 8/5/2022 3:03:20 PM AD1.1 DEMOLITION PLAN -BASE BID CITY OF ATHENS TENNESSEE CITY OF ATHENS ANIMAL SHELTER Checker Author 08/21/19 63006 100% Owner Review 320 S Jackson Street Athens, Tennessee 37303 1/8" = 1'-0"1 DEMO PLAN - BASE BID No. Description Date 94