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WALL LEGEND EXISTING TIE BEAM KNOCK OUT HOLE TO POUR ' •' ' � � / i ' i '- ! i � ' ' DRILL AND EPDXY ONE (1) SOLID WITH CONCRETE. ;/ .: / ;" . i i / '�� i 24" LONG 5 BAR 8" INTO EXISTWx rtE EXISTING TIE BEAM. EXISTING PRECAST LINTEL CUT EXISTING C.M.U. AS REQUIRED J EXISTING DOOR SYSTEM ExisrinlG XISTNma"Oof FOR INSTALL OF ONE (1) 5 BAR ,.••.. ,... , ® EXISTING WINDOW SYSTEM TM BEAM EXISTING FILLED CELL VERTICAL REINFORCING. l'_4a+/- TOP OF OPENING MATCH EXISTING CONTINUOUS FROM SLAB TO THE BEAM• LAP AND AI IACH TO NEW - DOWELS AS REQUIRED POUR — NEW 8" PRECAST CONCRETE LINTEL WITH (1) 5 BAR 8" EXISTING MASONRY WALL SYSTEM " EEXITWx rE a MNOXY O n° .y FIELD VERIFY OR PROVIDE NEW PER DETAIL C/D1 DRILL AND EPDXY 6" INTO SOLID WITH CONCRETE. T � 7 I I L I � — — T- I BEARING EACH SIDE FOUR SOLID WITH CONCRETE 1 N I 1 ealz �• L� '• EXISTING LINTEL OR TIE BEAM ONE Cl) 5 BAR 18" LONG z _ _l. — L -T L_= EXISTING DOOR SYSTEM TO BE REMOVED NEW tv a DAR CCNT �iJOUS N EXISTING MASONRY WALL NEW CI) 5 BAR CONTINUOUS fN d9i 0 X �XI�3TITKs CT�M.LJ TO CUT EXISTING C.M.U. AS REQUIRED FOR INSTALL OF ONE (1) 5 BAR �� EXISTING WINDOW SYSTEM TO BE REMOVED exieTlrl� ceLL. �riove G POWla,* OF CM ASFILLED TO ro Irlsra�. au A".UTH CELL. ' w 0 I I I —�F 19Y1rlZ — I I I I CONTINUOUS FROM SLAB TO THE BEAM. LAP AND ATTACH TO NEW I — _ —__________ EXISTING MASONRY WALL SYSTEM TO BE REMOVED rlAsorllar WALL reaulre=e MASOr f CELL MOW HORIZONTAL JOINT REINFORCEMENT I I —�— I I 7 DOWELS AS REQUIRED POUR SOLID WITH CONCRETE. DRILL AND EPDXY fo" INTO AT 16" O.G. —I— EXISTING CMU WALL ONE (1) °3 BAR 18" LONG NEW MASONRY fNFILL III I I DRILL AND EPDXY ONE (I) PMLL A4 V EPOW Inlro EXISTIWx eLA15 ONE (D'S DRILL AND EPDXY INTO EXISTING SLAB ONE C1) 5 BAR 18" LONG I ( I — — L 24" LONG "5 BAR 8" INTO EXISTING CONCRETE SLAB. Bae le" LONG d>' pt9STM SLAa ®,.m. FMISFI FLCOR EXISTING SLAB 0'-0" FINISH FLOOR % R �Ylb✓ � / � � TOP OF SLAB , !/i/! ,• •, �i EXISTING MASONRY NEW MASONRY IN -FILL CONSTRUCTION OFILLED CELL DETAIL O 1" ASONARY INFILL DETAIL SCALE: 3/9" 1'-0" O MASONRY OPENIWs DETAIL SCALE.- 3/8" = 1'-0" KEYED NOTES SCALE: 3/8" = 1'-0" = OI EXISTING STOREFRONT DOOR SYSTEM. 0 EXISTING STOREFRONT WINDOW SYSTEM. O3 EXISTING MASONRY WALL SYSTEM. OEXISTING CONCRETE SIDEWALK 12 12 12 OEXISTING HOLLOW METAL DOOR AND FRAME. O EXISTING CONCRETE PAD. OEXISTING HANDICAP RAMP TO BE REMOVED - SEE ARCHITECTU 6 6 6 6 6 EXISTING SITE PLAN. 113 14 14 14 'i OS EXISTING HANDICAP LOADING ZONE. OEXISTING HANDICAP PARKING SPACE. d~ �� _. 10 EXISTING STANDARD PARKING SPACE. ` ` ` 7 V r EXISTING WHEEL STOP. i i 16 ll 16 16 I� I6 I� I6 1� -- - _ I I 12 EXISTING LANDSCAPE AREA. O I I 9 I 22 v 13 EXISTING ELECTRICAL SERVICE / METER - SEE ELECTRICAL DRAWINGS. REMOVE EXISTING HOLLOW METAL DOOR AND FRAME. 15 REMOVE EXISTING HOLLOW METAL DOOR AND FRAME 3 0 16 EXISTING ELECTRICAL PANEL TO BE REMOVED - SEE ELECTRICAL DRAWINGS. 1� EXISTING ELECTRICAL STUB -UP TO BE REMOVED - SEE ELECTRICAL DRAWINGS. v 18 EXISTING PLUMBING STUB -UP - SEE PLUMBING DRAWINGS. I I 22 0 v 19 REMOVE PORTION OF EXISTING CONCRETE SIDEWALK REPLACE WITH LANDSCAPING AND ALIGN WITH ADJACENT EXISTING I I LANDSCAPING. 20 REMOVE EXISTING STOREFRONT DOOR SYSTEM. 3 A 21 EXISTING CLEAN COMPACTED TERMITE TREATED FILL. FIELD VERIFY EXISTING CONDITION, CLEAN, COMPACT AND TREAT AS ;p REQUIRED. PREPARE TO RECEIVE NEW CONCRETE SLAB. 22 PORTION OF EXISTING EXTERIOR WALL SYSTEM TO BE REMOVED FOR NEW ALUMINUM STOREFRONT WINDOW SYSTEM - SEE I I _ MASONRY OPENNG DETAIL A/PI AND DEMOLITION EXTERIOR _ j t Z2 ELEVATION PLAN FOR EXTENTS OF REMOVAL. EXISTING HANDICAP PARKING SIGN. 3 21 21 I I _ 3 0 12 1,4 I I I I I 22 A I I � 1 I GENERAL NOTES 13 0 I. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE AND LAWFUL DISPOSAL OF ALL MATERIALS DEMOLISHED. HOWEVER THE 18 18 18 OWNER SHALL BE GIVEN THE OPPORTUNITY TO SALVAGE ANY EQUIPMENT, FIXTURES OR MATERIAL. I O 2. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY O O O ` i / ii O O { ��'� �g� O O �� ! �� a' O O \� �� O �+ �� ----- DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK 3 3 a f �� i s� �� 3 / % ,y�` �� i �� r'O'd 3 3. CONTRACTOR TO MAINTAIN THE INTEGRITY OF ALL EXISTING STRUCTURAL ELEMENTS DURING CONSTRUCTION. 12 12 19 20 12 19 20 � i � 12 19 20 � 12 � 20 4. CONTRACTOR TO FIELD VERIFY EXISTING STRUCTURAL SYSTEM PRIOR TO I I I I I I DEMOLITION WORK AND NOTIFY ARCHITECT WITH ANY DISCREPANCIES UPON DISCOVERY BEFORE COMMENCING WITH ANY WORK 23,oil 23 00 00 1 00.4 1 11 Il II II II It Il 11 it t0 O a O t0 OEXISTING / DEMOLITION FLOOR PLAN SCALE: 3/I6" ■ 1'-0" REVISIONS 8Y 00 U � � 0 . o ti E 5 N Fti K RS xcd O U CC 0, _5 tr. o t- m 1 1 Q tb CD Cl N > o 0 Q o E k J m 0 U JLd m Z `0 N U_ c o .J > ..- -C U m O LL ImW J —rn L 0 Z �. c � ED L,CODO N t Z Q N J L_ Date: 05. 12. 14 Scale: AS NOTED Project Mgr. AAY Drown: JDS Job: 14-20 Sheet D1 H:\Proj ects\Proj ects 2014\14020 . FMC Crell Blvd. Int. Medicine\04-CEWI-CD.A\04-Architectural\_DI -DEMO FLPL.dwg, 5/12/20142:58:35 PM, 3Simon, Xerox 6604 PS.pc3