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A I B I C I D ( E I F I G I H I I K <br /> REINFORCING BAR LAP SPLICE&DEVELOPMENT LENGTH DIAGRAMS <br /> The following conditions must be met in order to use the Reinforcing Bar Lap Splice&Development Length Tables <br /> Lap Splices Straight Bar Development Hooked Bar Development 1 , <br /> - CLASS 1: <br /> Bars enclosed LdI"LR( IN)by column tiesdi CLR MIor beam I • REINFORCING BAR LAP SPLICE&DEVELOPMENT LENGTH TABLE REINFORCING BAR LAP SPLICE&DEVELOPMENT LENGTH TABLE H ellx <br /> stirrups I <br /> // VC=3,000 si Grade 60 Reinforcingf'c=4,000 si Grade 60 Reinforcin <br /> EDGE OF CONIC / REINF BAR EDGE OF CONC / REINF BAR design group <br /> COL TIES OR J SPLICED BAR COL TIES OR-J 2 12. Min Lap Splice Len the Min Straight Bar Min Hooked Bar <br /> Z+ 9 De Min <br /> tLengths Embedment r"-'-- <br /> SM STIRRUPS Min LaStraightMin Hooked Bar <br /> 8M STIRRUPS Development lengths p Splice Lengths <br /> CLR 1 Bar Size (Ls) Embedment <br /> CLASS 2: r (MIN) (Ld) Lengths Bar Size ILs) (L <br /> J Lengths <br /> No enclosure t (Ldh) ql� <br /> 2d CI.R(MIND 2 b CLR(MI ) Top as. Other Be- Top Bars other Be. (Ldh) <br /> If <br /> S I Top ears Other Bars Top Be. Other Bars a <br /> � �� a aq{ + 03 28' 22' 22" 17" 9• <br /> 2 <br /> \ .O• L • e� #4 38" 29' 29" 22" 11" #4 32' 25" 25' 19' 10" _ <br /> // #5 47' 36' 36" 28" 14" #5 41• 31• 31' 1. 12' <br /> EDGE OF CONIC 1`REINF BAR F.OGF.Of CONIC-' REINF BAR ac Z STD.HOOK <br /> D BAR #6 56' 43' 43' 33' 17" #6 49" 37' 37' 29' is, M1F.RICAIJ INS711U mFL 1E OF AROiS <br /> SPLICE <br /> #7 81" 63' 63" 49" 20" #7 71' 54" 1. 42" 17, <br /> Where Clascondses <br /> ions #8 93' 72" 72" SS" 1. #8 81• <br /> for Classes 1&2 MULTIPLY LENGTHS SHOWN IN SCHEDULE BY 1.5 MULTIPLY LENGTHS SHOWN IN SCHEDULE BY 1.5 --•---•----.-__._-. _______� ____ -._,_,._ 62' 1. 48' 19' <br /> are not met #9 105" 81' 81" 62" 25' #9 - '91" 70"- -.-70' _. •.54'-- 2 -_-_� <br /> NOSES: _ #10 118" 91- 91' 70" 1. ' <br /> #10 102' 79" 79' 61' 22 <br /> 1. ALL EARS SHALL BE DEVELOPED&ALL SPLICES LAPPED PER ACE 318 FOR TENSION,UNO.TABLE MAY BE USED WHERE CONDITIONS MEET CRITERIA NOTED IN DIAGRAMS #11 131" 101" 101" 7B' 31" #11 114' B7' ITT. 61 25"" <br /> 2. TABLES ARE APPLICABLE FOR NORMAL WEIGHT CONCRETE,ONLY. . <br /> 3. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12'DEPTH OF CONRETE CAST BELOW THEM.(WALL HORIZONTAL REINFORCEMENT 15 EXEMPT). <br /> 4, WHERE BARS OF DIFFERENT SIZE ARE LAP SPLICED,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 DEVELOPMENT LENGTH CONNOT BE ACHIEVED,USE WITH STANDARD HOOK. <br /> 6. REFER TO CONCRETE.COVER TABLE FOR MINIMUM CONCRETE COVER REQUIREMENTS, <br /> HELIX DESIGN GROUP,INC <br /> ^ Reinforcing Bar Lap Splice & Development Length Tables <br /> Q. Scale 1 1/ =1 0 <br /> UND <br /> 4 SAHL <br /> 1201 first Avenue South,Suite 310 <br /> Seattle,Washington 98134 <br /> CONCRETE COVER FOR REINFORCING STEEL SLAB ON GRADE 3D CLR <br /> 206-1025156 www.Lundopsahl- an <br /> Reinforcing Bar Location ,: PER PLAN (6"MIN) D <br /> Min Connote Cover I L• (WH CCURS) <br /> ad <br /> UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' - - �-tt""" <br /> "._........._.__...........................................____......._......-........._"'--"""'-......_......_..........------.-'--..._............. <br /> z _ <br /> Cf 'Ot1N PM1l.�9 <br /> FORMED SURFACES EXPOSED TO EARTH OR WEATHER(#6 BARS AND LARGER) 2" �•--- -------- ---- -_ '" <br /> FORMED SURFACES EXPOSED TO EARTH OR WEATHER(#5 BARS AND SMALLER) rn <br /> 1 1/2" (-i� © -- Q i-- + r ' :{- Ii-- 5 L ~ z <br /> 3•CLR aEl I(L_. 1!mm _ _- <br /> COLUMNS AND BEAMS W/BARS ENCLOSED IN STIRRUPS,TIES OR SPIRAL REINF 1 12" TYp t--+ - _ t ! <br /> "....-. _.�SLABS,JOISTS AND INTERIOR FACES OF WALLS(#11 BARS AND SMALLER) 3/4• I I_I <br /> 6 N J <br /> 2-HOUR AND 3-HOUR SLABS (REFER TO PLAN 1 PROVIDE PIPE SLEEVES + `I I —_ <br /> NOTES) < C f AS REQUIRED NOT LESS--I III :I i ,f <br /> THAN PIPE DIAMETER- +I I I I - (_ 1 011 412 0 2; <br /> CLEAR SPACING BETWEEN LONGITUDINAL BARS IN COLUMNS AND BOUNDARYL !- I <br /> ELEMENTS 8 p ,_ f r_PLUS 2-,TYP (I I al -'""Ii <br /> i <br /> PI CLEAR SPACING BETWEEN PARALLEL BARS IN A LAVER 1'00.dh ___ - ___ -- <br /> CLEAR SPACING BETWEEN(2)OR MORE PARALLEL LAVERS <br /> 1" t <br /> NTINUE= ..,NOTES -� FOOTING REINF - r + �+ 4K1. WHEREATHICKNESS OF COVER REQUIRED FOR FIRE PROTECTION IS GREATER THAN THAT CONTINUE TRANS REI'iONGIT REINF PER PLAN .— _ - CTION NOT--� i -_= LFMIN#4@15"OC___j' -'a f";,.--_-_-____. ALLOWED BEIOW THIS OSPECIFIED IN THIS TABLE,THE GREATER THICKNESS SHALL BE USED. _ --_-{ •_.. ' - ' . I _I Ir UNE2. WHERE TWO VALUES ARE SHOWN,THE GREATER SHALL BE USED. THROUGH CORNER TYP AT BOTTOMRANS REINF PER PLAN 2'-0 MINOOTING PER PLAN Elevation Pipe Location at Foundation Wall Trench Location <br /> NOTES, <br /> 1. USE THIS DETAIL FOR ALL UTILITES PASSING UNDER OR ADJACENT TO FOOTING. <br /> Z STEP FOOTING DOWN TO PASS BELOW PIPES IF NEEDED. <br /> � Concrete Cover for Reinforcing Steel G <br /> pical Footing Intersection apical Pipe and Trench Locations <br /> Scale: 3/4' =r-o° Scale: 3/4 =1'-0° / STRUCTURAL <br /> Scale 3/4 1 0 <br /> 7 CONCRETE <br /> T DETAILS <br /> r 8-CMU WALi,FULLY GROUTED - - <br /> / w/#5 @ 32'OC VERT AND <br /> 34' 0' ;! (2)#4 @ 48.OC HORIZ BOND BEAM - <br /> �` COLUMN rL / <br /> CMU WALL& --� PER PLAN COL&FDN <br /> REINF PER PLAN <br /> I PER PLAN <br /> = <br /> tax @ 12'OC <br /> •� i__---i----- -------------- <br /> -----------—-- BOND BEAM - � o <br /> i 1 SLAB LA GRADE. —LEAN CONIC FILL <br /> I I PAVING/FINISHED PER PLAN <br /> I 10 GRADE PER CIVIL / r-UPPER FOOTING UPPER FOOTING <br /> r I � , s• ,�REINF PER PLAN LINE OF <br /> ........................._.........._...........,... <br /> I 5300 EXCAVATION 1'-0"MIN I <br /> o I I -....' <br /> i I 6"SLAB ON GRADE I �� ,-.;�I <br /> w/#4 @ 18'.OC FA WAY AT ( •. - i r ' _ I DATE <br /> CENTER OF SLAB I - ... -- -MAXIMUM EXCAVATION I <br /> I i i z<., 2 ::I+I'„=.LI .'� _..III WITHOUT LOWERING UPPER <br /> FOOTING I -1 <br /> UNDISTURBED 7 <br /> ;.J <br /> ip <br /> I BEARING LAVER III... 2 <br /> J I <br /> L______________________________________________________J IN DIMEN510 <br /> EA SIDE OF FTG <br /> II�,1 <br />+�-" 2'-6 ,�••..._�W. '.3.�F, I LINE OF NEAT <br /> EXCAVATION <br /> ... .... ..........::.......... W._._.., :.......... . DATE JOB NO. <br /> SIZE PER FOUNDATION PLAN FOOTING PER PLAN 10/14/2022 22133-01 <br /> NOIE <br /> 1. LOCATION Of TRASH ENCLOSURE PER ARCHITECT. <br /> Foundation Plan -Trash Enclosure T ical Thickened Slab Edge at Trash Enclosure Typical Lean Concrete Backfill Below Footings Typical Footin Excavation <br /> Zj Scale. 1/4 =1-0 iv yp g S300 <br /> Scale: 3/4"=1'-0" I I Scale: 3/4"=1'-0" `2J Scale: 3/4"=1'-0" �� <br /> DRAWING NO. <br /> A K mentS Ve po d#E 4x menrna�e <br /> 6 I C I p I E I F I G I H I J I -HELIX DESIGN GROUP,RIC:s a <br /> repalceE r;P�/la!n Rr.�'TInrOMw%rod <br /> cer,G!bn h watts h.n Nek i`ei'en C wo. <br />