|
w
<br /> , _ )..-i-,., p, ::;,:_
<br /> : / ,,,,-,,,2--_, ,
<br /> i ii ct,
<br /> Li.
<br /> ,r , , .,. 10
<br /> , , ,,,,l, ... i
<br /> 1201 First Avenue South, Suite 310
<br /> Seattle, Washington 98134
<br /> 206-402-5156 wwdundopsahl.com
<br /> Y w REINFORCING BAR LAP SPLICE & DEVELOPMENT LENGTH TABLE REINFORCING BAR LAP SPLICE & DEVELOPMENT LENGTH TABLE
<br /> f'c = 3,000 psi Grade 60 Reinforcing fie = 4,500 psi Grade 60 Reinforcing
<br /> Min Hooked Bar Min Hooked Bar
<br /> Min Straight Bar Min Straight Bar
<br /> Min Lap Splice Lengths Embedment Min Lap Splice Lengths Embedment
<br /> Engineer's Stamp
<br /> Development Lengths Development Lengths Lengths
<br /> Bar Size (Ls) (Ld) Lengths Bar Size (Ls) (Ld) g
<br /> (Ldh) (Ldh)
<br /> Top Bars Other Bars Top Bars Other Bars Top Bars Other Bars Top Bars Other Bars A• Op
<br /> w
<br /> #3 28" 22" 22" 17" 9°
<br /> #3 23" 17" 17" 13" 7"
<br /> #4 37" 29" 29" 22" 11"
<br /> #4 30" 23" 23" 18" 9" (at t
<br /> 4
<br /> ...
<br /> #5 47" 36" 36" 28" 14" #5 38" 29" 29" 22" 11"
<br /> #6 56" 43" 43" 33" 17" #6 45" 35" 35" 27" 13" c ?44_3 4 �w_
<br /> #7 81" 63" 63" 48" 20" #7 66" 51" 51" 39" 16" e ''V
<br /> �•I� ALE
<br /> #8 93" 72" 72" 55" 22" #8 76" 58" 58" 45" 18" ``
<br /> #9 105" 81" 81" 62" 25" #9 85" 66" 66" 50" 20"
<br /> #10 118" 91" 91" 70" 28" #10 96" 74" 74" 57" 23"
<br /> #11 131" 101" 101" 78" 31" #11 107" 82" 82" 63" 25" Project Title
<br /> O Reinforcing
<br /> Bar Lap Splice & Development Length Tables
<br /> Scale: 11/2" = 1'-0"
<br /> /I, - - L—
<br /> CONCRETE COVER FOR REINFORCING STEEL Ti
<br /> SLAB ON GRADE 3D CLR
<br /> • PER PLAN (6" MIN) D
<br /> Reinforcing Bar Location Min Concrete Cover (WHERE OCCURS)
<br /> u >
<br /> 2
<br /> UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" mL.Li• ®r
<br /> 1 • -
<br /> FORMED SURFACES EXPOSED TO EARTH OR WEATHER(#6 BARS AND LARGER) 2" —— T
<br /> - - - 3 CLR. �+FORMED SURFACES EXPOSED TO EARTH OR WEATHER(#5 BARS AND SMALLER) 1 1/2" 0 \
<br /> 1 1/2" + 0TYP
<br /> COLUMNS AND BEAMS w/BARS ENCLOSED IN STIRRUPS,TIES OR SPIRAL REINF �„ ¢ _— — ��
<br /> (TO PRIMARY REINF)
<br /> w w O)
<br /> n. <t --' '- - i PROVIDE PIPE SLEEVES ' _. . - �, I ,�:: o
<br /> SLABS,JOISTS AND INTERIOR FACES OF WALLS (#6 BARS AND LARGER) db + 5/8 `" N z AS REQUIRED NOT LESS
<br /> vi V
<br /> NW
<br /> N • ®� �I
<br /> SLABS,JOISTS AND INTERIOR FACES OF WALLS (#5 BARS AND SMALLER) 3/4" ,- `Z ~
<br /> • • • 1— I m THAN PIPE DIAMETER
<br /> (REFER TO PLAN f O - PLUS 2", TYP
<br /> I
<br /> NOTES)
<br /> 2-HOUR AND 3-HOUR SLABS • z o 0
<br /> CLEAR SPACING BETWEEN ::::::::
<br /> IN A LAYER(BARS ENCLOSED IN \ (1) mgC2 Ln ,_
<br /> STIRRUPS/TIES) a .,` \ CO Ci! L1.!
<br /> — —
<br /> CONTINUE - `
<br /> CLEAR SPACING BETWEEN IN A LAYER(NO STIRRUPS/TIES) 2db \
<br /> FOOTING REINF EXCAVATION NOT Project Information
<br /> CLEAR SPACING BETWEEN (2)OR MORE PARALLEL LAYERS 1' \ ALLOWED BELOW THIS 1 p �-- CONTINUE TRANS REINF LONGIT REINF PER PLAN
<br /> MIN#4@15" OC y
<br /> LINE 1 18-098-01
<br /> NOTES: \ THROUGH CORNER,TYP Project No.
<br /> AT BOTTOM \
<br /> FIRE PROTECTION IS GREATER THAN THAT SPECIFIED 2' - 0" MIN
<br /> 1.WHERE A THICKNESS OF COVER REQUIRED FOR TRANS REINF PER PLAN
<br /> IN THIS TABLE,THE GREATER THICKNESS SHALL BE USED. \
<br /> y Elevation Pipe Location at Foundation Wall Trench Location Checked By BB
<br /> FOOTING PER PLAN
<br /> NOTES:
<br /> 1. USE THIS DETAIL FOR ALL UTILITES PASSING UNDER OR ADJACENT TO FOOTING. Issue
<br /> 2. STEP FOOTING DOWN TO PASS BELOW PIPES IF NEEDED.
<br /> PERMIT SET 12/21/2018
<br /> ODConcrete Cover for ReinforcingSteel Typical Pipe and Trench Locations Typical Footing Intersection
<br /> Scale: 3/4" = 1'-0" Scale: 3/4" = 1'-0" Scale: 3/4" = 1'-0"
<br /> 0
<br /> CONC WALL& REINF 1/8"x1-1/2" PRE-MOLDED
<br /> PER PLAN \
<br /> CONT. MASTIC JOINT STRIP
<br /> \ / SLAB ON GRADE
<br /> (JOINT MAY BE SAW CUT AT PER PLAN
<br /> CONTRACTOR'S OPTION) \I N
<br /> i
<br /> • • •• • f
<br /> T\ _
<br /> �, .�-� ,,r , _ _ - _ REINF TO MATCH SIZE &
<br /> - - -_ - - '- SPACING OF SLAB REINF
<br /> SAWC T1/3 SLAB DEPTH
<br /> (1)#4 CONT AT NOSE 1' - 0" SLAB ON GRADE PER PLAN
<br /> • • / 7' - Department Approval
<br /> .-. .- ,_,. .. .:._.. .,.
<br /> 1
<br /> / 1
<br /> Control Joint
<br /> TYP FOOTING REINF PER PLAN '� .�„ t NOSE OF EA STAIR \
<br /> X BURKE "KEYKOLD"JOINT, STOP • ,' •3, .71- 2 (._•J/ �
<br /> 1 -
<br /> C SIZE & \+� REINF TO MATH � • --
<br /> ADD (1)#5 DIAL IN WALL \ REINF 1" CLEAR OF JOINT EA. SPACING OF SLAB REINF ___. i ` 1 _0
<br /> 1 \ 4 '
<br /> _ SIDE, 1/8" RADIUS ON EDGES SLAB ON GRADE ce \ ® - 4'
<br /> ADD BARS TO MATCH ' WHERE SLAB IS EXPOSED \\\
<br /> PER PLAN - o \�TYP FOOTING REINF, -� II 2' -0" 2' - 0" _
<br /> LAP BARS AS REQ'D PER a.
<br /> I • • T '� 11/ '( - C`
<br /> LAP SPLICE LENGTH TABLE i y ,
<br /> FACE OF STEPS SHALL BE CAST \ , .4--P \
<br /> _ Sheet Title
<br /> AGAINST UNDISTURBED EARTH.
<br /> 2 x H MIN,TYP tf BOT OF EXCAVATION 2' 0" LAP
<br /> IF EXCAVATION RAVELS, T 1' 0"
<br /> BACKFILL WITH CONCRETE TYP
<br /> STRUCTURAL
<br /> WHEN FOOTING IS CAST. Construction Joint
<br /> CONCRETE DETAILS
<br /> NOTES:
<br /> 1. SAWED JOINTS SHALL BE MADE AS SOON AS THE JOINT CAN BE CUT WITHOUT EDGES RAVELING
<br /> NOTES: AND WITHIN 24 HOURS OF SLAB PLACEMENT.
<br /> 1. FOR EXCAVATION INFORMATION, SEE TYPICAL FOOTING EXCAVATION DETAIL. 2. SAWED JOINTS SHALL BE FITTED WITH SEALENT AS COORDINATED WITH THE ARCHITECT.
<br /> (6)
<br /> Er-D
<br /> Typical Stepped Footing Typical Joints in Slab on Grade Typical Depressed Slab 6122Typical Stair on Grade Sheet Number
<br /> Scale: 3/8" = 1'-0" 1 ®/ Scale: 3/4" = 1'-0" Scale: 3/4" = 1 -0 Scale: 3/4" = 1 0
<br /> 0 <.>"
<br />
|