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INSTALL (1) ONE 03 BAR 12" <br />LONG AT 16" O.C. INTO � <br />° <br />(1) 5 BAR IN CONCRETE <br />FILLED CELL -PROVIDE <br />(1) 5 BAR IN CONCRETE <br />EXISTING <br />STTRUCTURE <br />' <br />�� 4 3000 PSI CONCRETE <br />EXISTING SLAB - LAP 8 <br />INTO NEW SLAB - DRILL <br />MIN OVERLAP, TYPICAL <br />FILLED CELL - PROVIDE <br />MIN. 32" OVERLAP, TYPICAL <br />SLAB WITH 6 x 6 - WIA x <br />W1.4 WIN <br />AND EPDXY AS REQUIRED <br />SAWCUT CONCRETE <br />SAWCUT CONCRETE SLAB <br />° <br />SAWCUT CONCRETE SLAB <br />� <br />all_ <br />SLAB MIN. 1 1/2" DEEP <br />MIN. 1 1/2" DEEP AND BREAK <br />MIN. 1 1/2" DEEP AND <br />° <br />1N <br />�t <br />EXISTING <br />AND BREAK OUT <br />OUT EXISTING CONCRETE <br />° <br />BREAK OUT EXISTING <br />CONCRETE SLAB <br />EXISTING CONCRETE <br />CONCRETE <br />° <br />3000 PSI <br />CONCRETE INFILL <br />EXISTING CONCRETE <br />SLAB <br />4113000 PSI CONCRETE <br />}— <br />— <br />4„ 8„ <br />8„ <br />SLAB WITH 6 x 6 - W1.4 x <br />° <br />a . <br />MIN. <br />° <br />. <br />WIA WWM <br />I <br />° <br />"MATCH <br />10 MIL VAPOR RETARDANT <br />211 i %%..t:,. d <br />aj '� <br />k <br />I <br />OVER GLEAN COMPACTED <br />TERMITE TREATED FILL <br />° a <br />° <br />E FINISH GRADE <br />"" <br />CEMENT <br />v <br />v <br />�,, <br /><, <br />v <br />— !� ° <br />a: <br />.` <br />8" THICKENED EDGE SLAB <br />WITH (1) CONT. <br />5 <br />a <br />a <br />4 <br />I <br />4 <br />I." d <br />PROVIDE A MIN VAPOR /. ! <br />BARRIER EQUIVALENT TO <br />S to I I <br />B L ZED <br />a° SAND <br />;'', <br />� � <br />v. <br />10 MIL VAPOR `' 1 <br />� • <br />!• <br />INSTALL (1) ONE 0'3 BAR 12" <br />�� <br />%•. <br />i :... <br />STEGOWRAP BELOW NEW ; / <br />°•. / E° NEW PLUMBING <br />CONCRETE - TAPE NEW ' I " PIPING OR <br />\ <br />1 <br />° <br />! <br />- <br />RETARDANT OVER <br />CLEAN, COMPACTED <br />TERMITE TREATED FILL" <br />I <br />v <br />I <br />l" <br />F <br />�," , "" <br />. <br />�� •. <br />LONG AT 16 O.C. INTO <br />P 8 �� <br />NTO NENW S�ABN DRILL <br />VAPOR BARRIER to EXISTING <br />10 MIL VAPOR <br />— <br />- <br />a ° <br />1 <br />CONDUIT AS <br />REQUIRED <br />RETARDANT OVER <br />GLEAN, COMPACTED <br />1 <br />MONO FOOTING WITH <br />° <br />j <br />t;. <br />CLEAN, WELL <br />AND EPDXY AS REQUIRED <br />TERMITE TREATED FILL <br />4 <br />4 <br />4" <br />(2) 5 CONT. BOTTOM <br />Q <br />I <br />. <br />I COMPACTED, TERMITE <br />2, O„ <br />° <br />— <br />� <br />TREATED FILL <br />3000 PSI CONCRETE <br />MONO FOOTING WITH (3) 5 <br />CLEAN, WELL <br />, <br />--`l_0 <br />`. <br />! J <br />CONT. BOTTOM <br />COMPACTED, TERMITE <br />TREATED FILL <br />O <br />CONCRETE SLAB <br />WILL DETAIL <br />J(DI <br />FOU?*VATION <br />DETAIL <br />0 <br />FOUNDATION DETAIL <br />0 <br />FOUNDATION <br />DETAIL <br />SCALE: 1" = I'-0"SCALE: <br />1 1/2" = I'-0" <br />SCALE: 1 1/2" = I'-0" <br />SCALE: 11/2" -1'-0" <br />FOUNDATION PLAN <br />SCALE: 3/16" a I'-0" <br />KEYED NOTES <br />Ol EXISTING MASONRY BEARING WALL <br />OEXISTING BRICK VENEER <br />OEXISTING FOUNDATION SYSTEM <br />ONEW 4" 3000 PSI CONCRETE SLAB WITH 6 x 6 - WIA x WIA WWM <br />OVER 10 MIL VAPOR RETARDANT OVER CLEAN, COMPACTED <br />TERMITE TREATED FILL <br />ONEW 03 BARS 12" LONG AT 16" O.C. MAX. - DOWEL AND EPDXY INTO <br />EXISTING CONCRETE FILLED MASONRY (VERIFY) WITH 4" EMBED - <br />SEE DETAIL A/51 <br />OVERIFY EXISTING CELLS ARE FILLED SOLID WITH CONCRETE AND <br />(1) 5 VERT. REINFORCING - IF NOT, THEN REINFORCE EXISTING CELL <br />AS REQUIRED - SEE DETAIL A/82 <br />1 <br />O <br />REMOVE PORTION OF EXISTING SLAB AS �QUIREDTO INSTA <br />LL <br />NEW FLOOR DRAINS -POUR NEW CONCRETE TO SLOPE TO DRAIN <br />AS REQUIRED <br />OS NEW 8" MASONRY BLOCK WALL FILL. DOWEL INTO EXISTING SLAB <br />AND ADJACENT MASONRY W/ 8" 5 DOWELS * 24" O.G. <br />Oall x 12" MONO FOOTING WIDTH 1 5 CONTINUOUS <br />10 NEW OPENING IN CMU WALL <br />11 FILLED CELL W/ (1) 5 CONT. AND CONC. (TYP) <br />12 NEW DRAIN AT FLOOR LEVEL. <br />I3 NEW 2x WALL INFILL • I6" O.C. MAX. <br />14 NEW 30M PSI MONOLITHIC FOOTING WITH OVER 10 MIL VAPOR <br />RETARDANT OVER CLEAN, COMPACTED TERMITE TREATED FILL - <br />SEE DETAIL C/SI - REMOVE EXISTING SLAB AS REQUIRED FOR NEW <br />BEARING WALL FOOTING - PROVIDE DOWELS 03 BARS 12" LONG 0 <br />16" O.C. <br />15 APPROXIMATE LOCATION OF NEW FLOOR DRAIN / FLOOR SINK / <br />HUB DRAIN. REFER TO PLUMBING DRAWINGS <br />V 1 MP"L NOTES <br />1. THE STRUCTURAL SYSTEM IS UNSTABLE UNTIL ALL CONNECTIONS <br />HAVE BEEN MADE AND ALL CONCRETE HAS REACHED ITS MINIMUM <br />DESIGN STRENGTH, AS SHOWN IN THE STRUCTURAL DOCUMENTS. <br />2. CONTRACTOR 15 RESPONSIBLE FOR MEANS AND METHODS OF <br />CONSTRUCTION TO ENSURE THE SAFETY OF THE BUILDING UNTIL <br />STRUCTURAL SYSTEM IS COMPLETED. THIS INCLUDES, BUT 15 NOT <br />LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, <br />SHORING, GUYS OR TIE -DOWNS THAT MAY BE NECESSARY. SUCH <br />MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY <br />OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. <br />3. APPLICABLE BUILDING CODE: 2011 FLORIDA BUILDING CODE, <br />LATEST EDITION AS ADOPTED BY THE AGENCY HAVING <br />JURISDICTION. <br />4. DESIGN LOADS: <br />AREA SUPERIMPOSED LIVE LOAD <br />ROOF 20 PSF <br />AREA DEAD LOAD <br />ROOF 20 PSF <br />5. DESIGN WIND VELOCITY ■ 12S MPH <br />6. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE <br />ARCHITECTURAL DRAWINGS. DO NOT SCALE DRAWINGS. <br />1. ASSUMED SOIL BEARING PRESSURE ■ 2000 PSF. <br />S. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO <br />PERFORM WHATEVER SUBGRADE TESTING THAT IS NECESSARY TO <br />CONFIRM THE ASSUMED BEARING WITHOUT EXCESSIVE SETTLEMENT. <br />S. TESTING MAY INCLUDE, BUT IS NOT LIMITED TO, DENSITY TESTS, <br />AUGER BORINGS, OR STANDARD PENETRATION BORINGS. <br />10. A COPY OF ALL TEST REPORTS SHALL BE SEND DIRECTLY TO <br />OWNER, ARCHITECT AND GENERAL CONTRACTOR. <br />11. THE TESTING LABORATORY SHALL SPECIFY SOIL PREPARATION <br />PROCEDURES AND COMPACTION REQUIREMENTS NECESSARY TO <br />OBTAIN THE DESIGN SOIL BEARING PRESSURE. <br />12. THE SIDES OF FOOTINGS MAY BE EARTH -FORMED IF THE <br />EXCAVATION CAN BE KEPT VERTICAL, CLEAN, AND STABLEi <br />OTHERWISE, PLYWOOD FORMS MUST BE USED. <br />FOUNDATION PLM NOTES <br />I. SLAB ON GRADE TO BE 4" 3000 PSI CONCRETE SLAB WITH 6 x 6 - <br />WIA x WIA WLIM OVER 10 MIL VAPOR RETARDANT OVER CLEAN, <br />COMPACTED TERMITE TREATED FILL - TYP. UN.O. <br />2. TOP OF SLAB ELEVATION ■ 0'-0" FFF. (MATCH EXISTING) - TYP. UND. <br />3. CENTER ALL FOOTINGS BELOW WALL OR COLUMN UN.O. <br />4. ALL FOOTING REINFORCING TO BE BOTTOM BARS UND. <br />5. TOP OF FOOTING ELEVATION TO BE (-) 1'-4" Br-F. TYP. U.N.O. - <br />PROVIDE 12" MIN. SOIL COVER OVER ALL EXTERIOR FOOTINGS - <br />CONTRACTOR TO COORDINATE TOP / BOTTOM OF FOOTING <br />ELEVATIONS WITH EXISTING SITE CONDITIONS AND STEP FOOTINGS AS <br />REQUIRED TO MAINTAIN PROPER COVERAGES - CONTRACTOR TO <br />FIELD VERIFY FOOTING ELEVATIONS AND NOTIFY ARCHITECT/ <br />ENGINEER OF ANY DISCREPANCIES <br />6. REFER TO ARCHITECTURAL / CIVIL SITE PLANS FOR EXTERIOR SLAB <br />AND SIDEWALK INFORMATION <br />1. REBAR REQUIREMENTS FOR MASONRY WALLS ARE TO INCLUDE (3) 5 <br />REBAR IN CONCRETE FILLED CELLS AT EACH CORNER (UN.O-) - (1) 5 <br />REBAR IN CONCRETE FILLED CELL ON EITHER SIDE OF MASONRY <br />OPENINGS AND AT 48" O.G. MAX (UN.O.) REFER TO PLAN FOR <br />LOCATIONS REQUIRING ADDITIONAL REINFORCEMENT <br />8. (2) 5 VERT. IN SOLID GROUT FILLED CELLS AT BEAM / GIRDER <br />BEARING TYP. <br />REVISIONS <br />BY <br />00 <br />m N <br />O A G <br />o <br />U <br />�.� r cxd Y <br />C 4U <br />CZ <br />O U N <br />d <br />a, o <br />°° 3 <br />u > 3 <br />ti <br />a <br />N <br />/ q <br />4.. <br />I <br />E r/ <br />r <br />0: <br />00 <br />J•0 <br />L. <br />c� <br />1 0 <br />u o J <br />Zl✓{ <br />r <br />w <br />.ti N <br />ca <br />O <br />� o <br />0 <br />o <br />A.. a <br />O <br />O <br />i <br />O <br />N <br />C m <br />t <br />v M <br />_ <br />0 <br />v <br />m <br />m LL. <br />0 <br />Od <br />c •, <br />� s v, <br />%- <br />co av <br />O t <br />O Z <br />co <br />to <br />O <br />N <br />m <br />N <br />Date: 05. <br />17. 21 <br />Scale: AS <br />NOTED <br />Project Mgr: DG <br />Drawn: JDS <br />Job: 21-018 <br />Sheet <br />si <br />