1313 75TH ST SW 2023-12-11 - Laserfiche WebLink

0{ 00505 1 JOHN , IOI \ OF[wASNS.gy IF THIS BAR 00ES NOT t<� b,, ~�`p' r�, MEASURE I'THEN DRAWING y I�VV■■ % IS NOT TO SCALE 41 fc = 4000psi fy = 60,000psi BAR SPACING>6"MIN NOTE: STAGGER LAPS, DO NOT LAP r� 1. UNLESS SHOWN OTHERWISE IN THE DRAWINGS, REINFORCING HOOK {� AND LAP SPLICES SHALL BE AS SHOWN IN THESE TABLES. ATSLICE >50%ANY LOCATF ION REINFORCING MIN APTABLE LENGTH '?q fk,48224_.¢%�. el DEVELOPMENT AND CLASS B 90' STANDARD 180' 2. 'TOP" BARS SHALL BE DEFINED AS HORIZONTAL REINFORCEMENTYA�,' 'ONA`do.EEW�M'D'si `fl''E DIAMETER LAP SPLICES (INCHES) HOOK (INCHES) STANDARD PLACED SO THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN 10� BAR d THE MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE. SIZE (H) HOOK 'Y" 3. CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED SHALL: / „I (INCHES) 'TOP" BARS I OTHER HOOK I Ldh 3.1. NOT BE LESS THAN db, HAVE CLEAR COVER NOT LESS THAN db, II 11111 REINFORCING BARS IN TENSION AND STIRRUPS OR TIES THROUGHOUT Lh NOT LESS THAN THE1.3xLAP MIN.—.I CODE MINIMUM OR; W c 3 0.375 25 19 6 8 4 3.2. CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT Now 4 0.5 33 25 8 10 4 LESS THAN 24 AND CLEAR COVER NOT LESS THAN db. w`2 >87 z o 5 0.625 41 31 10 12 5 4. WHERE db = DIAMETER OF REINFORCING BAR AND Len = TYP. REINFORCING Ul 1oNm 6 .75 49 37 12 16 6 DEVELOPMENT LENGTH. a,." 7 .875 71 54 14 18 7 5. ALL LAP SPLICES SHALL BE CLASS B UNLESS NOTED OTHERWISE. ti c o3,n 8 1 81 62 16 20 8 6. WHEN SPLICING BARS OF DIFFERENT SIZE, THE LENGTH OF THE LAP md� 9 1.125 91 70 19 22 10 SHALL BE GOVERNED BY THE LARGER DIAMETER BAR. PLAN VIEW ou ILI 10 1.25 101 78 22 24 11 7. SPLICES ARE TO BE MADE SO THAT THE GIVEN DISTANCES TO FACE �r 11 1.375 111 85 24 28 13 OF CONCRETE WILL BE MAINTAINED. -- -- 8. SPLICES SHALL BE STAGGERED TO GIVE MIN. 12" CLEAR BETWEEN / ENDS OF ADJACENT SPLICES, IF BARS ARE SPACED CLOSER THAN 6" f'c = 5000 psi fy = 60,000 psi BAR SPACING >6" MIN OR 6 BAR DIAMETERS. - 0 C�9 N P) STAGGERED LAP SPLICE DETAIL O CV DEVELOPMENT AND CLASS B 90' STANDARD 180' STRAIGHT 90' STANDARD 180' STANDARD 2 Z Z ~ BAR DIAMETER LAP SPLICES (INCHES) HOOK (INCHES) STANDARD BAR HOOK HOOK NTS I— Ld Z 0) LJ (db) HOOK Y" Z SIZE I— (INCHES) P"ES) 'TO BARS I OTHER HOOK Ldn REINFORCING BARS IN TENSION Ld" DEVELOPMENTLENG leh L. "y" Len C) O r -_ 3 0.375 22 17 6 8 4 = to _Li 4 2 36 28 8 10 4 1...._ w 5 0.625 _ 36 28 10 12 5 6 .75 44 34 12 14 6Cj 1 7 .875 63 49 14 16 7 "HOOK" 8 1 72 56 16 18 8 9 1.125 81 63 19 20 10 10 1.25 90 69 22 22 11 11 1.375 99 76 24 24 13 f'c = 5000 psi fy = 80,000 psi BAR SPACING >6" MIN CENTER TO CENTER SPACING OF SPLICED V ♦—sue BARS NOT TO EXCEED 1/5 MIN LAP 180' — DEVELOPMENT AND CLASS B 90' STANDARD LENGTH OR 6", WHICHEVER IS LESS Z DIAMETER LAP SPLICES (INCHES) HOOK (INCHES) STANDARD BSIAR (db) HOOK "Y" �� (INCHES) "TOP" BARS I OTHER HOOK I Lib MIN LAP W REINFORCING BARS IN TENSION LENGTH #11 1.375 132 I 102 I 24 I 32 I 13 A. /T^ fc = 6000 psi fy = 60,000 psi BAR SPACING >6" MIN N/ DEVELOPMENT AND CLASS B 90' STANDARD 180' DIAMETER LAP SPLICES (INCHES) HOOK (INCHES) STANDARD BAR SIZ (4) HOOK 'Y (INCHES) "TOP" BARS I OTHER HOOK I LanCt REINFORCING BARS IN TENSION W 3 0.375 20 16 6 6 4 Z W 4 0.5 27 20 8 8 4 W N O 5 0.625 33 26 10 10 5 6 .75 40 31 12 12 6 f—m 7 .875 58 45 14 14 7 8 --- 1 66 51 16 16 8 z F W (n Q 9 1.125 _ 74 57 19 1 B 10 U (/1 Z = 0 1.25 82 1 163 22 20 11 LLI 11 1.375 90 70 24 22 13 U Z W I- O_ CONCRETE HOOK AND REBAR LAP SPLICE TABLES O = (n a x NTS N N 0 J N Q 0 I— N w CI J Q Ce --ID 6 Q I— ce U w Z ce w LJ I— E 0 fn JOB No. 2202-0023 DRAWN CHECKED NRW WJS DATE 09/02/22 I REVISIONS 0 10/18/22 of SHEET S D 1 210F23