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FOUNC)ATION <br />Orp DOWEL LAP- <br />25" MIN W1 WALL <br />REINFORCEMENT <br />TOP OF FOOTER <br />MINIMUM OF 8" BELOW <br />FINISH GRADE <br />3 0 5 REBAR <br />MIN 31, COVER <br />0 <br />4" STEP <br />4" SLAB KEYED TO STEM WALL <br />WWF roXro WI.4XWI.4 OR <br />FIBER REINFORCEMENT <br />MIL. VISQUEEN VAPOR BARRIER <br />05 DIA. IN BOND <br />BEAM FULL PERIMETER <br />05 REBAR 6 48" O.C, W1 <br />GROUTED CELL TERMINATING <br />IN HEADER BLOCK WITH <br />STANDARD 130dog HOOK <br />TYPICAL STEM WALL FTG* <br />EXPANSION JOINTT__\ <br />is PORCH <br />4 7' - 4 7; <br />8" THICKENED <br />W/ I orp <br />( ) PORCH/GARAGE STEP DOWN <br />0) 0 rp 110MMAIP <br />MIN 31' covER <br />1211 <br />WWF (oXro WI.4XWI.4 OR <br />F15ER REINFORCEMENT <br />ro MIL. VISQUEEN VAPOR BARRIER <br />(: ) FORCH THICKENED EDGE, <br />A <br />N <br />11 1-011 <br />221-011 1 181-011 <br />131-411 <br />161-011 <br />f=OUND TION L N <br />1/4 11 = I, oil <br />I <br />I <br />FILLED CELL NOTES <br />FILLED CELLS WILL BE LOCATED AT MAX SPACING OF ro' AND ON EITHER SIDE OF <br />EVERY CORNER AND OPENING, THESE CELLS WILL HAVE A CONTINUOUS 05 RE5AR <br />FROM THE FOOTER TO THTE TOP OF THE STEMWALLS. ALL RODS WILL BE TIED WITH A <br />11 <br />MIN LAP OF 25 , ALL FILLED CELLS WILL BE POURED SOLID WITH 300OPSI CONCRETE. <br />GENERAL FOUNDATION NOTES <br />1) CONCRETE, MATERIALS, MIXING AND WORKMANSHIP SHALL BE IN ACCORDANCE <br />WITH GOOD ENGINEERING PRACTICES AND SHALL CONFORM TO THE LATEST EDITION OF <br />ACI 301, ACI 318, AND ASTM C-c34 <br />2) REINFORCING STELL SHALL CONFORM TO ASTM 1615, YIELD STRENGTH r. 40 KSI, MIN <br />3) MIN CONCRETE COMPRESSIVE STRENGTH a 3000 PSI AT 28 DAYS. CONCRETE <br />SLUMP a 3" - 5" <br />4) FOR READY -MIX CONCRETE, THE MAXIMUM TIME PERMITTED BETWEEN 5ATCHING <br />AND DEPOSITING IN THE FORMS 18 90 MINUTES. CONCRETE EXCEEDING THE ABOVE <br />SHALL BE REJECTED. <br />5) THE ADDITION OF WATER AT THE SITE TO INCREASE THE SLUMP SHALL NOT BE <br />ALLOWED AND SHALL BE JUST CAUSE FOR REJECTION OF THAT BATCH <br />(o) MIN CONCRETE COVER TO REINFORCING STEEL, UNLESS OTHERWISE NOTED: <br />CAST AGAINST EARTH - 31' <br />EXPOSED TO EARTH OR WEATHER - 1 1/2" <br />INTERIOR SLA58 AND WALLS - I" <br />INTERIOR BEAMS AND COLUMNS a 1 1/2" <br />1) ALL REINFORCEMENT SHALL BE SECURELY HELD IN PLACE BY STANDARD <br />ACCESORIED DURIN CONCRETE PLACEMENT <br />8) PROVIDE MINIMUM LAP SPLICE OF 48 BAR DIAMETER$, BUT NOT LESS THAN 25 <br />INCHES, FOR ALL REINFORCING 5ARS. UNLESS NOTED OTHERWISE, DO NOT SPLICE TIE <br />BEAM REINFORCEMENT OVER OPENINGS <br />S) IN BOND BEAMS, PROVIDE 5ENT BARS <br />10) VERTICAL STEEL LOCATED AS SHOWN ON PLAN. <br />11) THE OUTER BAR OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS, <br />MIN BAR LAP SHALL BE 25 11 <br />12) MASONRY UNITS: 1AW ASTM CSO <br />13) MORTAR: TYPE M OR TYPE 6 IAW 85C TABLE 1402.85 18 REQUIRED TO 5E TYPE M <br />(2500 PSI) OR TYPE 8 (1800 PSI) <br />14) GROUT FOR POURED CELLS AND LINTELS: 3/8" MAX AGGREGATE, S"-11" SLUMP, <br />3000 PSI (WHEN TESTED PER ASTM C-1019) <br />Irp) ALL METAL ACCESSORIES, FASTENERS AND CONECTORS TO BE HOT DIPPED <br />GALVANIZED <br />16) PROVIDE CLEAN OUT OPENINGS (12 SQ IN) IN CELLS CONTAINING SPLICED <br />REINFORCEMENT WHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT <br />SLAe ON GRADE NOTES, <br />1) MIN CONCRETE COMPRESSIVE STRENGTH 300OPSI AT 28 DAYS <br />2) MIN SLAB T14ICKNESS 4 11 <br />3) SLUMP AT POINT OF DELIVERY 3-5 <br />4) WELDED WIRE FABRIC SHALL BE WWF roXro-10110, CONFORMING TO ASTM A185. FIBER <br />MESH 18 AN ACCEPTABLE SUBSTITUTE. <br />5) PLACED ELDED WIRE FABRIC CENTERED IN DEPTH OF SLAB ON GRADE UNLESS <br />NOTED OTHERWISE. LAP ALL MESH JOINTS TWO FULL MESHES. <br />ro) SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF DEPRESSED AREAS IF <br />NOT DIMESNIONED ON STRUCTURAL DRAWINGS <br />1) PROVIDE (o MIL VAPOR BARRIER WITH ro" TAPED LAPS UNDER ALL SLAB ON <br />GRADE <br />8) PROVIDE TERMITE PROTECTION AND VEGETATION GROWTH RETARDENT TREATMENT <br />OF SOIL <br />S) FILL AND EXISITING SU5-GRADE MATERIAL SHALL CONTAIN NO MUCK, STUMPS, <br />ROOTS, VEGETABLE MATTER, RUBBISH, OR OTHER MATERIAL THAT WILL NOT COMPACT <br />INTO SUITABLE SU5GRADE <br />10) FOOTING DESIGN 18 BASED ON 2000 PSI ALLOWABLE 5EARING PRESSURE WHICH <br />IS ASSUMED <br />11) CJ-CONTROL JOINTS IN SLABS ARE REQUIRED UNLESS THE CONCRETE SLABS ARE <br />CONTAINING SYNTHETIC FIBER REINFORCEMENT THAT HAVE FIBER LENGTHS FROM 1/2 11 <br />TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL BE 15 TO 1,5 POUNDS PER CUBIC YARD IN <br />ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATION. SYNTHETIC F15ERS <br />SHALL COMPLY WITH ASTM C 111ro, THE MANUFACTURER OR SUPPLIER SHALL PROVIDE <br />CERTIFICATION OF COMPLIANCE WITH ASTM C 111ro WHEN REQUESTED BY BUILDING <br />OFFICIAL <br />12) FILL MATERIAL 18 REQUIRED. FILL SHALL BE PLACED IN 12" LIFTS AND COMPACTED <br />TO (39% DENSITY AS MEASURED BY THE STANDARD PROCTOR DENSITY TEST TO <br />VERIFY A MINIMUM OF 200OPSF ALLOWABLE SOIL PRESSURE AT 50TTOM OF THE <br />FOOTING, <br />13) SHOULD CLIENT REQUIRE ON SITE FIELD INVESTIGATION OF SUB -SOIL CONDITIONS, A <br />SOILS ENGINEER SHOULD BE ENGAGED TO PERFORM INVESTIGATION <br />c <br />0 <br />c <br />< 0 <br />a. 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