Laserfiche WebLink
• <br /> O ' II ALTB•., IN <br /> IEL <br /> fe-4000 pet By-60,000 pet era B SPACING 26•MIN I.TOP-BARS SHALL BE HORIZONTAL REINFORCEMENT PLACED SO STAGGER LAPS,DO NOT LAP ' � o�'• <br /> THAT MORE THAN 12'OF FRESH CONCRETE IS CAST IN THE MEMBER SLICE>5OC OF REINFORCING MIN LAP LENGTH '$t,f„ • d <br /> DEVELOPMENT AND CLASS B OP STANDARD 18D BELOW THE DEVELOPMENT LENGTH OR SPLICE. AT ANY LOCATION PER TABLE 'Pa,set, ,R <br /> 2. CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED SHALL <br /> OUNErER LAP SPUCES(INCHES) HOOK(INCHES) STANDARD <br /> BAR (db) HOOK.Y. 21. AND STIRRUPS OR TIES THROUGHOUT LAN NNNOT NTLESS 5MAN THE Le S� (INCHES) •TOP•BARS I OTHER HOOK I Ldh ` ! <br /> CODE MINIMUM OR; cn <br /> REINFORCING BARS N TENSION 2.2. CLEAR SPACING OF BOBS BEING R NOT LE OR SPLICED NOT W- <br /> LE55 THAN LOJ AND CLEAN COVER NOT LESS THIN db. ��: <br /> 3 0 6 9 3. WHEREDIAMETER OF RDNFORCING BAR AND LAN- v'��,+ <br /> 8 _ 0 VELOPMENT LENGTH. <br /> 4. ALL LAP SPUCES SHALL BE CLASS B UNLESS NOTED OTHERWISE. TIP.REINFORCING ire <br /> R 5. WHEN SPLICING EMS OF DIFFERENT SIZE,THE LENGTH OF THE LA' Sl`UT <br /> / SHALL BE GOVERNED BY THE LARGER DIAMETER BM. In 1 <br /> 6. SPUCES ARE TO BE MADE SO THAT THE GIVEN DISTANCES TO FACE <br /> EI 1 1 OF CONCRETE WILL BE STAGGERED <br /> ED. PLAN VIEW / 1 F <br /> WIT ]. SPUCES SHALL BE NDS <br /> . ADJACENT SPLICES.IF BARS ARE SPACED CLOSER 62'CLEAR BETWEEN E OR 8 <br /> A BM DUMLicro. <br /> fe-•00 pal y-60.O00 per EAR SPACING 2 6•IAA Y W N <br /> STAGGERED (CLASS B) LAP SPLICE DETAIL O w E Z o <br /> DEVELOPMENT AND CLASS B SC STANDARD ISO STRAIGHT BD STANDARD 16D STANDARD W w 01 <br /> BAR <br /> OOMEIER LAP SPLICES(INCHES) HOOK(INCHES) STANDARD BAN HOOK HOOK Nis LA>m <br /> 5� (I CH)HES) 'TOP'BARS I OTHER HOOK I LM HOOK Y <br /> �{�T�.1E- z F 3 <br /> REINFORCING BARS IN TENSION 5 CI 4# 10'DE�LENGTM EM .i Lah i) Lan L3I7 Try p <br /> S T— j } 0M <br /> y 0 <br /> 7 Lu <br /> 'HOOK' 0]D=. <br /> fa-6000 p•I ly-60,000 p•I BAR SPACING 26'MIN + CENTER TO CENTER SPACING OF SPLICED 0 <br /> 1 BARS NOT TO EXCEED 1/5 MIN UP <br /> DEVELOPMENT AND CLASS B BC STANDARD 1BD I LENGTH OR B'.WHICHEVER IS LESS Z_ <br /> DIAMETER LAP SPLICES(INCHES) HOCK(INCHES) STANDARD I Q <br /> BAR ----+-- <br /> SIZE (INCHES) 'NP'BARS I OTHER HOOK I Ldh 'Ti'Y <br /> MIN LAP LL.I <br /> REINFORCING BARS IN TENSION LENGTH _ <br /> r D S <br /> 0 (n <br /> COIS <br /> 1 <br /> IX <br /> I..LI W <br /> el <br /> CONCRETE HOOK AND REBAR LAP SPLICE TABLES O L1J , m <br /> NIS lg.g <br /> 0u~i O1 <br /> Z <br /> QwrNZ, <br /> J UMI 2:2Z <br /> 3 Cl) <br /> 8 <br /> s F <br /> -3 <br /> 0 <br /> 41111 <br /> EC <br /> JI- <br /> EC U <br /> LLI <br /> Z EC <br /> N41 <br /> (SN <br /> JOB No. <br /> 2202-0023 <br /> DRAWN CHECKED <br /> NRW WJS <br /> " 07/14/22 <br /> REN510N5 <br /> SHEET SD1 <br /> 21 OF 21 <br />