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;=$.., <br /> ,: , <br /> , ,:;r� <br /> :.G:' <br /> SP � CE OR DE�ELOPMENT LENGTH II� CHES � t`�� <br /> C ) <br /> "CLASS B" TENSION LAP SPLICE SCHEDULE <br /> 0.375" d.500" 0.625" 0.750" 0.875" 1 .000" 1 .128" 1 .270" 1 .410" <br /> NORMAL WT. <br /> CONCRETE #3 #4 �5 �6 �7 �g �9 �10 #11 <br /> f'c (psi) <br /> T B T B T B T B T B T B T B T B T B " <br /> 3000 29 21 38 29 48 36 58 43 81 62 93 71 104 $0 116 89 127 98 ` <br /> 4000 25 19 33 25 42 31 50 37 70 54 80 62 90 69 100 77 110 85 <br /> 5000 22 17 3Q 22 37 28 45 33 63 48 72 55 81 62 90 69 99 76 <br /> - DEVELOPMENT LENGTH "Ld" SCHEDULE <br /> 3000 22 16 30 22 37 27 44 33 62 48 71 55 80 62 89 69 98 75 <br /> 4000 19 14 26 19 32 24 38 29 54 42 62 47 69 53 77 59 85 65 <br /> 5000 17 13 23 17 29 21 26 26 48 37 55 42 62 48 69 53 76 58 ° <br /> L 12" MIN NOTES: * <br /> 1 . SCHEDULE APPLIES TO UNCOATED GRADE 60 BARS IN NORMAL WEIGHT CONCRETE. � <br /> � 2. FOR LIGHTWEIGHT CONCRETE MULTIPLY LENGTH IN SCHEDULE BY 1 .3. � ,:�� <br /> z ,� 3. ALL SPLICES SHALL BE CLASS B SPLICES UNLESS INDICATED OTHERWISE. ' <br /> � � � 4. TOP BARS (INDICATED WITH "T" IN SCHEDULE) ARE HORIZONTAL TOP BARS WITH MORE <br /> -N THAN 12 OF CONCRETE CAST BELOW THE BARS. • <br /> � `� 5. BOTTOM BARS (INDICATED WITH "B" IN SCHEDULE) ARE ALL VERTICAL BARS AND <br /> HORIZONTAL BARS WITH LESS THAN 12" OF CONCRETE CAST BELOW HORIZONTAL BARS. <br /> � 6. ANY PORTION OF A STRAIGHT BAR EMBEDMENT LENGTH NOT WITHIN THE CONFINED CORE <br /> � SHALL BE INCREASED BY A FACTOR OF 1 .6. <br /> TOP REINF 7, ALL HORIZONTAL SPLICES SHALL BE STAGGERED AS SHOWN. IF MORE THAN 50% OF �- <br /> � VERTICAL REINFORCING IS LAP SPLICED WITHIN THE REQUIRED LAP SPLICE LENGTH. THE <br /> LAP SPLICE LENGTH SHALL BE INCREASED BY 33�. � <br /> 8. LAP SPLICES LISTED IN THE SCHEDULE ARE CLASS B LAPS, FOR CLASS A LAPS REDUCE <br /> z ,- � z f- SLOPE 1 :12 LENGTH BY 25�. ' <br /> 0 o Q � o � M A X, T Y P 9. BAR SPLICES IN LIGHTWEIGHT CONCRETE SHALL HAVE LAPS 33% LO N G E R T H A N �1�'� �� �������.�� <br /> � � o � � o B O T R E I N F SCHEDULEQ. ��VI�VU�� �()R F�ERNIIT ' <br /> � � v � � <br /> L � <br /> �.: <br /> ISSUE FOR PERMIT <br /> OFFMAN � <br /> REINFORCING SP �I � E S� HEDULE �� N G � H E E R S <br /> SCALE: NTS S,�, O�■ � 0.2 017 �601 Fifth Avenue,Suite 900�Seattle,WA 98101 <br /> ph 206.623.0717�fax 206.624.3775 <br /> coffman.com <br /> LASTING o2ativity�2sults�relatbnships <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRA D E SUBTITLE CURRENT REVI510N SYMBOL [� DATE <br /> ,��t,Y S• oJ ACCEPTABILITY R. REEVES 09.04.15 SCHEDULES <br /> - EDC STATIC TEST FACILIIY W3099715 RLR EO 10.02.15 ,�,'�'��� WAs �„� THIS DESIGN AND/OR CHECKED W4440664 L� 03.10.17 • <br /> �.`� SPECIFICATION IS APPROVED R. MORGAN 09.04.15 SHEEf <br /> A EDC STATIC TEST FACILITY - AS-BUILTS W3099715 CEI EO 10.03.16 �Q�,��� � _, � APPROVED BY DEPT. DATE R.GMORGAN 09.04.15 r�T�E EDC STATIC TEST FACILIlY - PHASE 2 � <br /> B EDC STATIC TES C = PHASE 2 W4440664 CEI EO Q3.10.17 CHECKED �2 6 0 " ,'-;k � <br /> T FA ILITY � a� '��� E. OJAIA 09.04.15 B U I L D I N G 45'O� � JOB N0. COMP Na <br /> �s���na�������,c� APPRovE� W3099715 <br /> sI�NAL E� '�PRovE° STRUCTURAL MASTER EVERETT, Wq °wc No. 45-Q12-S260 ' <br /> 3/9 17 <br />