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4" MONOLITHIC <br />FINISHED GRADE <br />loll 1211 <br />(2) 05 REBARS ON ROD CHAIRS 12" 6" <br />AT 48" OC, BENT AND TIED WITH CLEAN COMPACTED TREATED SOIL <br />A MIN LAP OF 25", fall <br />SLAB <br />---`- 8" �o MIL. VISQUEEN <br />MIN <br />6X6 WIRE MESI-1 <br />4" / 3000 PSI MONOLITHIC CONCRETE SLAB OVER CLEAN, TREATED <br />AND COMPACTED SOIL. THE SOIL WILL BE COMPACTED TO A MIN. <br />OF 2000 PSI ANC} 5E TREATED FOR TERMITES A3 PER THE DETAIL <br />PAGE OF THIS PLAN. 6" x 6" 10/10 WIRE MESH OVER 6MIL. VISQUEEN <br />VAPOR BARRIER WILL BE INSTALLED FOR REINFORCING THE SLAB, <br />FIBERMESH CONCRETE CAN BE USE IN PLACE OF THE WIRE MESH. <br />SEE THE DETAIL SHEET OF THIS PLAN FOR THE COMPLETE TERMITE <br />TREATMENT REQUIRED. <br />TYPICAL MASONRY WALL SECTION <br />W1 MONOLITHIC FOOTER AND SLAB <br />8"x40" COMPOSITE <br />POWER BOX STEEL LINTEL <br />( 3000 PSI CONC,) <br />-TOP COURSE LINTEL BLOCK <br />WITH Ill 05 CONT. REBAR <br />BO <br />X OX STEEL LINTEL <br />POURED SOLID WITH 3000 PSI <br />i CONCRETE NO REBAR REQUIRED <br />i <br />-- MASONRY OPENING <br />8"x40" COMPOSITE <br />• POWER STEEL LINTEL <br />( 3000 PSI CONC.) <br />TOP COURSE LINTEL BLOCK <br />WITH (l) 05 CONT. REBAR <br />POWER STEELLINTEL AND LINTEL BLOCK <br />POURED SOLID WITH 3000 PSI <br />U&___2_`�_cONCRETE NO REBAR REQUIRED <br />i <br />'�— MASONRY OPENING <br />i <br />1 � <br />8"x40" COMPOSITE PRECAST LINTEL <br />( 3000 PSI CONC.) <br />TOP COURSE LINTEL BLOCK <br />WITH (l) *5 CONT. REBAR <br />PRE -CAST U-LINTELS <br />POURED SOLID WITH 3000 PSI <br />CONCRETE NO REBAR REQUIRED <br />MASONRY C3PENiNCs <br />i <br />T-4" <br />0�1 <br />14'-0" <br />c�1 <br />EXISTING HOU5E <br />20'-0 <br />-�r------------------------ - •----------.._. <br />THE BUILDER WANTS TO HAVE S" BETWEEN THE UNITS. ; <br />1 <br />1 <br />1 <br />THE SLAB SHOWS STEMWAL FOOTERS <br />AS PER THE CROSS SECTION OF THIS <br />PLAN THE SPECS ARE THE SAME FOR <br />THE SLAB EITHER MONO OR STANDARD, <br />11 <br />I i <br />w <br />1 <br />U <br />i <br />11 <br />f <br />I <br />1 <br />9�11 <br />THICKENED EDGE <br />�------------------------------ <br />�_-------�� <br />_ —==— ---—=~�------------- <br />In <br />12'-O" <br />(1) *5 REBAR IN THICKENED EDGE <br />4" SLAB <br />— - - - - - — EXISTING <br />6X6 10/10 WIRE MESH8" 12 FOUNDATION <br />4811 <br />6 MIL VISQUEEN 05 REBAR BEND TIED TO THE REBAR <br />VAPOR BARRIER 12 IN THE THICKENED EDGE AND EPDXIED <br />INTO THE EXISTING FOUNDATION. MIN <br />EMBEDDMENT OF 4". USE SIMPSON AT <br />ADHESIVE FLO 11506.1 <br />(1) REBAR OF THE NEW FOOTER SHOULD BE ATTACHED TO THE <br />EXISTING FOUNDATION USING THE SAME METHOD AT EACH INTERSECTING <br />LOCATION. <br />NP.WSLAB TO EXISTING FOUNDATION <br />FOOTER REQUIREMENTS <br />8" x 16"CONT. CONCRETE FOOTER WITH C2) 05 REBARS <br />ON ROD CHAIRS SPACED NO MORE THAN 48" OC. <br />FILLED CELLS WILL BE VERT. *5 RODS IN ALL CORNERS, <br />AND BESIDE EACH OPENING. THE APPDX SPACING <br />IS SHOWN ON THE FOUNDATION PLAN. ALL RODS MUST <br />BE BENT AND TIED TOGETHER WITH A MIN LAP OF 25". <br />3000 PSI CONCRETE IS REQUIRED FOR THE FOUNDATION. <br />0 <br />a <br />6� <br />Ili <br />It\ -I - - - - <br />Nam. <br />THE MAIN DRAIN LINE FROM TOILETS <br />WILL BE A MIN OF 3" DIAMETER <br />AND ALL OTHER DRAINS CAN <br />BE 2"DIAMETER. <br />N <br />R. S. HANLEY <br />DESIGN SERVICES INC. <br />MOBILE/ OFFICE 352-206-582'1 <br />OFFICE FAX 352-588-2342 <br />P O BOX 1325 SAN ANTONIO <br />FLA. 3357ro <br />EMAIL: hanley06•embargmatl,com <br />FOUNDATION AND SLAB NOTE <br />#1 THE BUILDING SITE SHALL BE SCRAPED TO REMOVE <br />ALL ORGANIC MATERIALS, ANY ADDITIONAL FILL PLACED ON THE <br />BUILDING PAD AREA SHALL BE COMPACTED SUCH THAT IT CAN <br />ADEQUATELY SUPPORT A 2000 P.S.F. FOUNDATION LOADING. <br />THE SLAB SHALL BE PLACED OVER A 6MIL VAPOR BARRIER ON <br />CLEAN ADEQUATELY COMPACTED AND TERMITE POISONED SOIL. <br />THE CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL <br />HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. <br />#2 REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND <br />IDENTIFIED IN ACCORDANCE WITH ASTM A -615. LAP SPLICES, WHERE <br />REQUIRED SHALL BE A MINIMUM OF 25" FOR 05 REBAR, 30" FOR 06 <br />REBAR AND 35" FOR 01 REBAR. <br />® THIS SYMBOL INDICATES THE APPROXIMATE <br />LOCATION OF THE FILLED CELLS. THE FILLED CELLS <br />ARE BLOCK CELLS FILLED SOLID WITH 3000 PSI <br />AND VERT, *5 REBAR. THE VERT REBAR ARE THEN <br />TIED TO THE HORIZ. REBARS IN THE FOOTER AND THI <br />TOP COURSE LINTEL. THE MIN LAP FOR ANY REBAR <br />WILL BE 25 <br />u <br />