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, 0 <br />, E, <br />EDGE OF CONC REINF BAR <br />COL TIES OR SPLICED BAR <br />BM STIRRUPS <br />EDGE OF CONC REINF BAR <br />COL TIES OR <br />BM STIRRUPS <br />2 1/2" <br />CLR <br />i <br />(MIN) <br />CLASS 2: <br />v <br />No enclosure <br />2db CLR (MIN) <br />2db CLR. (MIN) <br />k- <br />U <br />C) q1 <br />U <br />0 1 T <br />—7 <br />7— <br />EDGE OF CONC REINF BAR <br />EDGE OF CONC - REINF BAR <br />SPLICED BAR <br />Where conditions <br />for Classes 1 & 2 <br />MULTIPLY LENGTHS SHOWN IN SCHEDULE BY 1.5 <br />MULTIPLY LENGTHS SHOWN IN SCHEDULE BY 1.5 <br />are not met <br />Reinforcing Bar Location <br />Min Concrete Cover <br />UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH <br />31. <br />FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS AND LARGER) <br />2" <br />FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS AND SMALLER) <br />1 1/2" <br />COLUMNS AND BEAMS w/ BARS ENCLOSED IN STIRRUPS, TIES OR SPIRAL REINF <br />1 1/2" <br />(TO PRIMARY REINF) <br />SLABS, JOISTS AND INTERIOR FACES OF WALLS (#6 BARS AND LARGER) <br />db + 5/8" <br />SLABS, JOISTS AND INTERIOR FACES OF WALLS (#5 BARS AND SMALLER) <br />3/4" <br />2-HOUR AND 3-HOUR SLABS <br />(REFER TO PLAN <br />NOTES) <br />CLEAR SPACING BETWEEN PARALLEL BARS IN A LAYER (BARS ENCLOSED IN <br />STIRRUPS/TIES) <br />CLEAR SPACING BETWEEN PARALLEL BARS IN A LAYER (NO STIRRUPS/TIES) <br />2db <br />CLEAR SPACING BETWEEN (2) OR MORE PARALLEL LAYERS <br />ill <br />NOTES: <br />1. WHERE A THICKNESS OF COVER REQUIRED FOR FIRE PROTECTION IS GREATER THAN THAT SPECIFIED <br />IN THIS TABLE, THE GREATER THICKNESS SHALL BE USED. <br />Concrete C-over for Reinforcing_�teel <br />Scale: 3/4" = 1'-0" <br />z2galm <br />MEET.,= m0p <br />24" <br />#4x -f <br />GR40 @ 18" OC <br />.. . ...... . <br />.... .......... <br />INSULATION <br />PER ARCH <br />TyRical Footing at WalLqpenin <br />l'-O" <br />NOTES: <br />1. ALL BARS SHALL BE DEVELOPED & ALL SPLICES <br />LAPPED PER ACE 318 FOR TENSION, UNO. TABLE <br />MAY BE USED WHERE CONDITIONS MEET <br />CRITERIA NOTED IN DIAGRAMS. <br />2. TABLES ARE APPLICABLE FOR NORMAL WEIGHT <br />CONCRETE, ONLY. <br />3. TOP BARS ARE HORIZONTAL BARS WITH MORE <br />THAN 12" DEPTH OF CONRETE CAST BELOW <br />THEM. (WALL HORIZONTAL REINFORCEMENT IS <br />EXEMPT) <br />4. WHERE BARS OF DIFFERENT SIZE ARE LAP SPLICED, <br />SPLICE LENGTH SHALL BE THE LARGER OF: <br />- DEVELOPED LENGTH OF LARGER BAR <br />- SPLICE LENGTH OF SMALLER BAR <br />5. WHERE MINIMUM STRAIGHT BAR <br />DEVELOPMENT LENGTH CONNOT BE ACHIEVED, <br />USE WITH STANDARD HOOK <br />6. REFER TO CONCRETE COVER TABLE FOR <br />MINIMUM CONCRETE COVER REQUIREMENTS. <br />Typical Footing Intersectior <br />Scale: 3/4" = 1'-0" <br />DBL WALL <br />PER PLAN <br />5/8"0 J-BOLT <br />@ 48" OC <br />#4 DOWEL TO <br />MATCH SLAB <br />SPACING <br />NAILING PER <br />SW SCHEDULE <br />"J,/ Scale: 1 1/2" = 1'-0" <br />119111,S] <br />REINFORCING BAR LAP SPLICE & DEVELOPMENT LENGTH TABLE <br />f'c 3,000 psi Grade 60 Reinforcing <br />Min Hooked SM, <br />Min Straight Bar <br />Min Lap Splice Lengths Embedment <br />Development Lengths <br />Lengths <br />(Ls) <br />#3 <br />Top Bars <br />787- <br />Other Bars <br />22" <br />Top Bars <br />22" <br />Other Bars <br />17" <br />#4 <br />37" <br />29" <br />29" <br />22" <br />#5 <br />47" <br />36" <br />36" <br />28" <br />#6 <br />56" <br />43" <br />43" <br />331, <br />#7 <br />811, <br />63" <br />63" <br />48" <br />#8 <br />931, <br />72" <br />72" <br />55l, <br />#9 <br />105" <br />81.. <br />811, <br />62" <br />#10 <br />118" <br />91 ll <br />911, <br />70" <br />#11 <br />131 " <br />1011, <br />1011, <br />78" <br />(Ldh) <br />a <br />REINFORCING BAR LAP SPLICE & DEVELOPMENT LENGTH TABLE <br />$'a — <br />I c = 4,S00 psi Grade 60 Reinforcing <br />Bar Size <br />#3 <br />Min Lap Splice Lengths <br />(Ls) <br />Min Straight Bar <br />Development Lengths <br />(Ld) <br />Min Hooked Bar <br />Embedment <br />Lengths <br />(Ldh) <br />7" <br />Top Bars <br />23" <br />Other Bars <br />17" <br />Top Bars <br />17" <br />Other Bars <br />13" <br />#4 <br />30" <br />23" <br />23" <br />18" <br />91, <br />#5 <br />381, <br />29" <br />29" <br />22" <br />ill, <br />#6 <br />45" <br />35" <br />35" <br />27" <br />13" <br />#7 <br />66" <br />51 <br />51 <br />39" <br />16" <br />#8 <br />76" <br />58" <br />58" <br />45" <br />181, <br />#9 <br />851, <br />661, <br />66" <br />50" <br />20" <br />#10 <br />96" <br />74" <br />74" <br />57" <br />23" <br />#11 <br />1 107" <br />82" <br />82" <br />63" <br />25" <br />'gg <br />as <br />ND <br />- 0 SAHL <br />Engineer's StarnE <br />Project Title <br />SLAB ON GRADE <br />BID CLR <br />PER PLAN <br />(6l'MIN) D <br />(WHERE OCCURS) <br />> <br />... ............. . .... .............. <br />. ......... <br />. ........... <br />........ . . <br />P <br />.............. - <br />................... ................... <br />............... <br />Ln LU <br />=J <br />L.0 <br />Ln <br />Ln <br />PROVIDE PIPE SLEEVES <br />. .... <br />...... ... . <br />... ....... <br />< <br />C'i :E AS REQUIRED NOT LESS <br />.. . . ........ <br />........... <br />LLJ <br />Lr) <br />ry, . . .... . . ............. THAN PIPE DIAMETER <br />PLUS 2",TYP <br />® <br />. <br />. ... .. .... ... <br />. . . ............ <br />... . ......... <br />0 <br />. .... <br />......... .... <br />LLJ <br />LU <br />< <br />LU <br />CONT17NUE <br />- — — — — — — — - <br />— — — — — — — <br />. .... .... <br />Lu <br />FOOTING REINFm <br />. ..... ........ <br />EXCAVATION NOT0 <br />MIN #4 @ 15" OC <br />........... <br />ALLOWED BELOW THIS <br />Project Information <br />AT BOTTOM <br />......... . <br />2'- 0" MIN <br />.. . . ....... ... <br />LINE <br />Project No. <br />19-027-01 <br />Elevation <br />Pipe Location at Foundation all <br />Trench Location <br />Checked By <br />OB <br />NOTES: <br />1. USE THIS DETAIL FOR ALL UTILITIES PASSING UNDER OR ADJACENT TO FOOTING. <br />Issue <br />2. STEP FOOTING DOWN TO PASS BELOW PIPES IF NEEDED. <br />Typical <br />Pipe and Trench Loons <br />cati <br />BID SET <br />03/13/2020 <br />Scale: 3/4" = 1'-0" <br />WIM <br />SHEAR WALL <br />ANCHOR BOLT <br />NAILING PER SW <br />SHEAR WALL <br />PER PLAN <br />PER PLAN SCHEDULE, TYP <br />#4 @ 10" OC EA. WAY, <br />x; <br />x SLAB ON GRADE <br />SLAB ON GRADE (2) #4 CONT @ TOP <br />PER PLAN <br />PER PLAN <br />FINISHED GRADE <br />INSULATION PER ARCH <br />. ....... ..... . <br />..... ..... <br />... ....... <br />............ <br />. ..... ......... . <br />.. ..... ..... <br />. <br />......... . .. <br />co <br />....... OD <br />. <br />. <br />.... . ..... . . .. . . .... ....... <br />10 <br />7. <br />ALT HOOKS, TYP <br />.......... <br />............ - <br />...... ....... <br />CLR <br />00 <br />7* <br />-------------- <br />6" 6ll <br />6" (3) #4 CONT. AT BOT <br />03, EMIRS 29111 <br />Scale: 1 1/2" = 1'-0" <br />CN <br />FINISF <br />�-.) Scale: 1 1/2" = 1-0" <br />