Midwestern Engineers, Inc. Plan Preview

• " 0 0 z 0 0 , w z r z w , r < w r ' z 0 w' r z w , w 0 " " , w " < • , "' � w i!, r -tr �� � go w Oc Q - ' ·- 0 �9 � .� -o LI\ LO;::,: ,' 2§ "w - or < .. g� , � Q "" ., �o OU oz c-, 00 u< �� (..;N 0 .. cc :, iii <c DIMENSIONS FROM WALL TO EDGE 4'-8" OF PROPOSED 30"x40" PUMP PADS -+-,I<-- t---�I<- DIMENSIONS FROM WALL TO CORNER • "' I OF PROPOSED 30"x40" PUMP PADS- ++-f-- 11"12'-0" 11" CHLORINE ROOM TIE INTO ' 7'-5" AERALATER ROOM #1 03 3'-oj" LEGEND � TO BE REMOVED - CL "' I "' N 0 DESK / FILING EXG UNDERGROUND SANITARY LINE '- � �:r��-------<101 o,,-� D .;y ENTRY/LAB 0.5'x18.5' LAB PERMANGANATE !.j I 012 OwATER . ' I M ' I L ,- I I I I L_ AERALA TER No. 2 DEMOLITION FLOOR PLAN SCALE, 1/4" � 1'-0" GENERAL NOTES THE GENERAL CONTRACTOR SHALL COORDINATE ALL DEMOLITION ACTIVITIES w/ SUBCONTRACTORS, 1 OWNER, & ENGINEER IF UNSURE. ENGINEER SHALL DETERMINE AS TO WHETHER ITEMS SHALL BE DISPOSED, SALVAGED, OR REINSTALLED. THE OWNER SHALL HAVE FIRST RIGHT OF REFUSAL ON ALL REMOVED ITEMS. 2 IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DISPOSE OF ALL DEMOLISHED MATERIALS IN ACCORDANCE w/ LOCAL, STATE, AND FEDERAL REGULATIONS. THE DRAWING AND PHOTOS SHOWN ARE FOR REFERENCE ONLY. PRIOR TO THE START OF DEMOLITION, THE GENERAL CONTRACTOR SHALL INSPECT AREAS OF THE WORK TO BE PERFORMED 3 AS WELL AS DOCUMENT THE CURRENT CONDITIONS. ANY DAMAGES NOT DOCUMENTED AND SUBMITTED TO OWNER/ENGINEER PRIOR TO THE START OF DEMOLITION SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ALL EXISTING ITEMS TO REMAIN SHALL BE PROTECTED FROM DAMAGE THROUGHOUT THE ENTIRE 4 LENGTH OF THE CONTRACT AND SHALL BE CLEANED OF CONSTRUCTION MATERIAL AND DUST TO THE SATISFACTION OF THE OWNER BEFORE SUBSTANTIAL COMPLETION. ANY DAMAGES OBTAINED TO EXISTING MATERIALS THROUGHOUT THE CONSTRUCTION PERIOD SHALL 5 BE REPLACED OR REPAIRED IN A MANNER SO THAT THE MATERIAL DOES NOT APPEAR TO HAVE BEEN DAMAGED. 6 DO NOT DRILL, CUT, OR REMOVE EXISTING STRUCTURAL MEMBERS, UNLESS NOTED OTHERWISE (UNO) ON PLANS. 7 REPAIR ALL VOIDS IN FLOOR SLABS AND ROOFS WHERE EQUIPMENT AND PIPING HAS BEEN REMOVED WITH LIKE MATERIAL. 8 CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD LOCATING ALL EXISTING STRUCTURES & UTILITIES. MECHANICAL, ELECTRICAL, PLUMBING, & PROCESS PIPING ITEMS SHOWN TO BE REMOVED ON THIS 9 SHEET ARE SHOWN GENERICALLY ONLY. SEE RESPECTIVE SHEETS FOR EXTENT OF DEMOLITION WORK ASSOCIATED WITH THOSE TRADES. 10 "TYPICAL FLOOR PATCH DETAIL" SHOWN ON THIS SHEET SHALL BE USED FOR ALL REPAIRS. < < f f I DEMOLITION PLAN KEYED NOTES I @ EXISTING CONCRETE PUMP PADS TO BE REMOVED. POUR NEW CONCRETE FLUSH w/ TOP OF EXISTING FLOOR SLAB. @ EXISTING FLOOR PIT TO BE BACKFILLED w/ AGGREGATE & SHALL HAVE 6" POURED CONCRETE FLUSH w/ TOP OF EXISTING FLOOR SLAB. @ EXISTING WINDOWS TO BE REMOVED & FILLED w/ CMU TO MATCH EXISTING. § EXISTING DOOR & FRAME TO BE REMOVED & REPLACED. @ EXISTING EQUIPMENT TO BE REMOVED. VERIFY w/ OWNER AS THE OWNER SHALL HAVE FIRST RIGHTS. M @> EXISTING AERALATER UNIT & BRICKS UNDERNEATH TO BE REMOVED. @ EXISTING EXTERIOR CMU WALL TO BE CUT & REMOVED FOR NEW DOOR OPENING. @> EXISTING WALL TO BE CUT FOR NEW PIPING PENETRATIONS. (REFER TO MECHANICAL PIPING SHEETS FOR EXTENT) 0 § EXISTING PIPING TO BE REMOVED. (REFER TO MECHANICAL PIPING SHEETS FOR EXTENT) e EXISTING ACOUSTICAL CEILING & GRID TO BE REMOVED & REPLACED. @ EXISTING CONCRETE FLOOR SLAB TO BE SAW CUT/REMOVED & REPLACED FOR NEW PADS. 0 § EXISTING CONCRETE CURB TO BE REMOVED. EXISTING CONCRETE FLOOR SLAB TO BE SAW CUT/REMOVED & REPLACED @ FOR PROPOSED FLOOR DRAINS. APPROXIMATE WIDTH x LENGTH OF TRENCH SHOWN NEXT TO KEYED NOTE ON DEMOLITION PLAN. AERALATER ROOM #2 (REFER TO PLUMBING SHEETS FOR FLOOR DRAIN LOCATIONS) 8 EXISTING EXHAUST FAN TO BE REMOVED & OPENING TO BE FILLED � T/EXISTING FIN. FLR ELEV. � 396. 17' w/ 8" CMU. R 4" 033000 CAST IN PLACE CONCRETE �------ BONDING AGENT APPLIED TO EXISTING CONCRETE -;- . . , �---=�-- 4" INTERIOR SLAB-ON-GRADE w/ 4x4-W4xW4 W.W.F. � • 1O"L #3 STRAIGHT REBAR DRILL & EPOXY INTO EXISTING CONCRETE FLOOR SLAB. ' <' VAPOR RETARDER 320516-AGG. FOR EXTERIOR IMPROVEMENTS s, , ;!;;"A;:-Q\,;-'.'.('::_;J;�"p,£k-- WELL COMPACTED COARSE AGGREGATE TYPE (A5) FILL FROM TOP OF EXCAVATION TO BTM OF PROPOSED CONCRETE FLOOR SLAB. (FILL WILL VARY) TYPICAL FLOOR PATCH DETAIL SCALE, 1 1 /2" � 1'-0" DEMOLITION FLOOR PLAN REVISIONS BID SET <Cl 2023 Midwestern Engineers, Inc. 802 Wes! Broadway Street P.O. Box 29S Loogootee, Indiana 47553 DATE NOV. 2023 DESIGN T.M.K. DRAWN T.M.K. a.c. CHECK PROJECT NUMBER 2017043-01 01 .04 13 OF 47 I FllE NUMBER I 43658 Do Not Use Plan Previews for Take Off