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CONCRETE REINFORCEMENT DEVELOPMENT LENGTHS & LAP SPLICE LENGTH TABLE <br />BAR SIZE <br />#3 <br />#4 <br />#5 <br />#6 <br />#7 <br />#8 <br />#9 <br />#10 <br />#11 <br />Ld <br />17" <br />22" <br />28" <br />33" <br />48" <br />55" <br />62" <br />f'c ≥ 3,000 PSI <br />Ls <br />70" <br />78" <br />22" <br />29" <br />36" <br />43" <br />62" <br />72" <br />81" <br />91" <br />101" <br />NOTES DETAILS <br />LAP SPLICE <br />CONTACT <br />LAP SPLICE <br />(PREFERRED) <br />NON-CONTACT <br />LAP SPLICE <br />LAP SPLICE <br />LESS THAN 6"CLR SPA MAX 1/5LAP SPLICE BUT12" <br />15" <br />19" <br />23" <br />27" <br />30" <br />34" <br />39" <br />43" <br />15" <br />19" <br />24" <br />29" <br />42" <br />48" <br />54" <br />61" <br />61" <br />20" <br />25" <br />31" <br />38" <br />55" <br />62" <br />70" <br />79" <br />87" <br />13" <br />17" <br />22" <br />26" <br />38" <br />43" <br />48" <br />54" <br />60" <br />17" <br />22" <br />29" <br />34" <br />49" <br />56" <br />62" <br />70" <br />78" <br />12" <br />16" <br />20" <br />24" <br />34" <br />39" <br />44" <br />50" <br />55" <br />16" <br />21" <br />26" <br />31" <br />44" <br />51" <br />57" <br />65" <br />72" <br />12" <br />15" <br />18" <br />22" <br />32" <br />36" <br />41" <br />46" <br />51" <br />16" <br />20" <br />23" <br />29" <br />42" <br />47" <br />53" <br />60" <br />66" <br />12" <br />14" <br />17" <br />21" <br />30" <br />34" <br />38" <br />43" <br />48" <br />16" <br />18" <br />22" <br />27" <br />39" <br />44" <br />49" <br />56" <br />62" <br />12" <br />13" <br />16" <br />19" <br />28" <br />32" <br />36" <br />41" <br />54" <br />16" <br />17" <br />21" <br />25" <br />36" <br />42" <br />47" <br />53" <br />59" <br />12" <br />12" <br />15" <br />18" <br />27" <br />30" <br />34" <br />39" <br />43" <br />16" <br />16" <br />20" <br />23" <br />35" <br />39" <br />44" <br />51" <br />56" <br />Ld <br />f'c ≥ 4,000 PSI <br />Ls Ld <br />f'c ≥ 5,000 PSI <br />Ls Ld <br />f'c ≥ 6,000 PSI <br />Ls Ld <br />f'c ≥ 7,000 PSI <br />Ls Ld <br />f'c ≥ 8,000 PSI <br />Ls Ld <br />f'c ≥ 9,000 PSI <br />Ls Ld <br />f'c ≥ 10,000 PSI <br />Ls <br />f'c = ALL <br />#00600F <br />Lc <br />Ld = CLASS 'A' LAP SPLICE / DEVELOPMENT LENGTH <br />Ls = CLASS 'B' LAP SPLICE <br />Lc =COMPRESSION LAP SPLICE <br />db =BAR DIAMETER <br />1. WHERE SPLICES ARE NOT CALLED OUT ON THE DRAWINGS, PROVIDE CLASS B LAP SPLICE (Ls) <br />2. FOR LIGHT WEIGHT CONCRETE, MULTIPLY LENGTHS BY 1.3. <br />3. FOR EPOXY BARS, MULTIPLY LENGTHS BY 1.5. <br />4. FOR HORIZONTAL BARS WITH 12" OF FRESHLY PLACED CONCRETE BELOW, MULTIPLY LENGTHS BY 1.3. <br />5. WHERE NOTE 3 AND NOTE 4 BOTH APPLY, MULTIPLY LENGTHS BY 1.7. <br />6. MECHANICAL SPLICES WITH 125% OF BAR YIELD STRENGTH MAY BE USED IN LIEU OF LAPS. <br />DESIGN/REVIEW ALL SPLICES <br />DELETE AFTER REVIEWED <br />Ldh = DEVELOPMENT LENGTH OF HOOK <br />db =BAR DIAMETER <br />1. MULTIPLY LENGTHS BY 1.5 WHERE ANY OF THE FOLLOWING OCCUR: <br />-SIDE COVER ≤2 1/2". <br />-END COVER ≤2". <br />2. FOR LIGHT WEIGHT CONCRETE, MULTIPLY LENGTHS BY 1.3. <br />3. FOR EPOXY BARS, MULTIPLY LENGTHS BY 1.2. <br />90 DEGREE HOOK 180 DEGREE HOOK <br />CONCRETE <br />SURFACE <br />Ldh COVER <br />END Ldh COVER <br />END <br />12dbOR EQUAL TO 2 1/2" <br />4db GREATER THAN <br />5db (#9 - #11 BARS) <br />4db (#3 - #8 BARS) <br />#00600G <br />CONCRETE REINFORCEMENT EMBEDMENT LENGTHS FOR STANDARD HOOKS <br />BAR SIZE <br />#3 <br />#4 <br />#5 <br />#6 <br />#7 <br />#8 <br />#9 <br />#10 <br />#11 <br />6" <br />8" <br />10" <br />12" <br />14" <br />16" <br />18" <br />f'c ≥ 3,000 PSI <br />20" <br />22" <br />NOTES DETAILS <br />6" <br />7" <br />9" <br />10" <br />12" <br />14" <br />15" <br />17" <br />19" <br />6" <br />6" <br />8" <br />9" <br />11" <br />12" <br />14" <br />16" <br />17" <br />6" <br />6" <br />7" <br />9" <br />10" <br />11" <br />13" <br />14" <br />16" <br />6" <br />6" <br />7" <br />8" <br />9" <br />11" <br />12" <br />13" <br />15" <br />6" <br />6" <br />6" <br />8" <br />9" <br />10" <br />11" <br />12" <br />14" <br />6" <br />6" <br />6" <br />7" <br />8" <br />9" <br />10" <br />12" <br />13" <br />f'c ≥ 4,000 PSI f'c ≥ 5,000 PSI f'c ≥ 6,000 PSI f'c ≥ 7,000 PSI f'c ≥ 8,000 PSI f'c ≥ 9,000 PSI f'c ≥ 10,000 PSI <br />6" <br />6" <br />6" <br />7" <br />8" <br />9" <br />10" <br />11" <br />12" <br />CONCRETE <br />SURFACE <br />#5 HAIR PINS TO <br />MATCH HORIZ WALL REINF <br />VERT CORNER BAR TO MATCH <br />VERT BARS IN SAME FACE <br />CONST <br />JOINT(OPTIONAL) <br />Ld <br />LdLd <br />LdLdLdCONTRACTOR OPTION: <br />FORM SAVER DWLS <br />NOTE: <br />CONC WALL <br />(SEE PLAN / SCHED) <br />OR RELATED DETAILS <br />DWLS TO MATCH <br />HORIZ WALL REINF <br />VERT CORNER BAR TO MATCH <br />VERT BARS IN SAME FACE <br />NOTE: <br />CONC WALL <br />(SEE PLAN / SCHED) <br />OR RELATED DETAILS <br />DWLS TO MATCH <br />HORIZ WALL REINF <br />NOTE: <br />CONC WALL <br />(SEE PLAN / SCHED) <br />OR RELATED DETAILS <br />CONST JOINT <br />(OPTIONAL) <br />CONTRACTOR OPTION: <br />FORM SAVER DWLS <br />DWLS TO MATCH <br />HORIZ WALL REINF <br />NOTE: <br />CONC WALL <br />(SEE PLAN / SCHED) <br />OR RELATED DETAILS <br />TYP <br />STD HK <br />TYP <br />STD HK0'2"4"8"0'4"8"16"0'1'2'4'0'8"16"32"0'16"32"64"0'2'4'8'0'4'8'16'0'8'16'32'DATE: <br />DRAWN BY: <br />JOB NO: <br />PM:1/16" = 1'-0"1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1 1/2" = 1'-0"3" = 1'-0"3/8" = 1'-0"21 43 65 <br />21 43 65 <br />E <br />A <br />B <br />C <br />D <br />E <br />A <br />B <br />C <br />D <br />I HEREBY CERTIFY THAT THIS <br />PLAN, SPECIFICATION, OR REPORT <br />WAS PREPARED BY ME OR UNDER <br />MY DIRECT SUPERVISION AND THAT <br />I AM A DULY LICENSED STRUCTURAL <br />ENGINEER UNDER THE LAWS OF THE <br />STATE OF MINNESOTA. <br />REG. NO. <br />DATE ISSUED <br />SIGNATURE <br />PRINTED NAME <br />9/24/2021 8:16:30 AMBIM 360://21-068 RCU St. Paul/2021-211_S20_RCU_Rice_Street_thuttonEBX79.rvtST. PAUL OFFICEROYAL CREDIT UNION2640 RICE STREET, LITTLE CANADA, MN 5511309.24.2021 <br />S006 SET TYPE -PERMIT 09.24.21CAB <br />2021-211 <br />RTJ <br />TYPICAL DETAILS/ <br />SCHEDULES <br />Terrance D. Nuesse, PE <br />41626 <br />09.24.2021 <br />NO SCALES006 <br />3 CONCRETE - REINFORCING AT WALL INTERSECTIONS MARKDATEDESCRIPTION