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LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE (INCHES)
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GENERAL NOTES:
1. 'LCE' = COMPRESSION EMBEDMENT LENGTH, 'LCS' = COMPRESSION LAP SPLICE LENGTH, 'LTE' = TENSION EMBEDMENT LENGTH,
'LTS' = TENSION LAP SPLICE LENGTH, 'LDH' = HOOK DEVELOPMENT LENGTH
2. 'TOP' BARS ARE HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12 IN. OF FRESH CONCRETE IS CAST BELOW THE BAR
3. ALL BARS THAT ARE NOT 'TOP' BARS ARE 'OTHER' BARS
4. UNLESS NOTED OTHERWISE, ALL HOOK BARS SHALL EXTEND TO THE FAR FACE (LESS 2" COVER)
LAP SPLICE NOTES:
1. ALL SPLICES SHALL BE WIRED IN CONTACT. TOP AND BOTTOM BEAM SPLICES SHALL BE STACKED VERTICALLY
2. ALL SPLICES ARE 'LTS' UNLESS NOTED OTHERWISE
3. SMALLER BAR LAP LENGTH SHALL BE USED WHEN SPLICING DIFFERENT SIZED BARS
A. COMPRESSION LAP LENGTH SHALL NOT BE LESS THAN 'LCE' OF THE LARGER BAR
B. TENSION LAP LENGTH SHALL NOT BE LESS THAN 'LTE' OF THE LARGER BAR
4. LAP LENGTHS SPECIFICALLY DETAILED ON DRAWINGS SHALL GOVERN IN LIEU OF LAP LENGTHS SCHEDULED
5. BUNDLED BAR SPLICES:
A. INDIVIDUAL BAR SPLICES WITHIN THE BUNDLE SHALL BE STAGGERED
B. INCREASE LAP LENGTH 20% FOR A 3 BAR BUNDLE
C. INCREASE LAP LENGTH 33% FOR A 4 BAR BUNDLE
6. IF A NOTE OR DETAIL CALLS FOR A BAR TO BE EMBEDDED Ld (DEVELOPMENT LENGTH) INTO CONCRETE, THIS LENGTH SHALL CORRESPOND TO A 'LTE' LAP
ADJUSTMENTS TO GIVEN LENGTHS:
1. IF REINFORCING IS SPECIFIED AS EPOXY COATED, INCREASE SCHEDULED LENGTHS BY 50%
2. IF LIGHTWEIGHT AGGREGATE IS SPECIFIED, INCREASE SCHEDULED LAP BY 30%
3. SCHEDULED LENGTHS ASSUME:
A. CLEAR COVER IS GREATER THAN BAR DIAMETER, BUT NOT LESS THAN 3/4"
B. CLEAR SPACING BETWEEN BARS IS GREATER THAN 2 BAR DIAMETERS
C. IF EITHER CONDITION A OR B IS NOT MET FOR A GIVEN BAR, INCREASE LENGTHS BY 50%
4. LENGTHS NOTED BASED ON Fy = 60,000 PSI. FOR OTHER YIELD STRENGTHS, MULTIPLY LENGTHS NOTED BY Fy/60,000
HOOK EMBEDMENT NOTES:
1. SCHEDULED HOOK EMBEDMENT LENGTHS ASSUME:
A. SIDE COVER IS 2 1/2 INCHES OR GREATER
B. COVER BEYOND IS 2 INCHES OR GREATER
2. IF REINFORCING IS SPECIFIED AS EPOXY COATED, INCREASE SCHEDULED LENGTHS BY 20%
3. IF LIGHTWEIGHT AGGREGATE IS SPECIFIED, INCREASE SCHEDULED LENGTHS BY 30%
4. IF SIDE COVER IS LESS THAN 2 1/2 INCHES, INCREASE LENGTHS BY 40%
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COMP TENSION
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87 67
60
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47
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70
19
28
24
14
32
48
40
24
COMP
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78 60
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43
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37
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70
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LCE LCS LDH
LTE
TOP
LTE
OTHER
LTS
TOP
LTS
OTHER LCE LCS
F'c = 3,000 PSI THRU 3,500 PSI
BAR SIZE
(IN-LB)
F'c = 4,000 PSI F'c = 5,000 PSI
COMP TENSIONTENSION
LCE LCS LDH
LTE
TOP
LTE
OTHER
LTS
TOP
LTS
OTHER LDH LTE
TOP
LTE
OTHER
LTS
TOP
LTS
OTHER
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BAR SIZE
(METRIC)
CONCRETE COVER
CASE COVER (IN)
CONCRETE PLACED AGAINST EARTH 3
CONCRETE PLACED IN FORMS, EXPOSED TO WEATHER OR EARTH 2
SLABS OR WALLS NOT EXPOSED TO EARTH OR WEATHER 1
NOTES:
1. ALL BENDS SHALL BE MADE COLD
2. #14 & #18 BARS SHALL BE BEND TESTED
& LAB APPROVED PRIOR TO BENDING
STANDARD BENDS
90° HOOK
#3-#5
d
3" MIN
6d
TYPICAL REINFORCING BENDS
STIRRUP/TIE BENDS
180° HOOK
D 21
6
MAX OFFSET BEND
D1
#3 - #8 6d
#9 - #11 8d
90° HOOK
#6-#8
d
12d
D 2135° HOOK
d6d3" MIND290° HOOKd 12dD 1
180° HOOKd 4d
2 1/2" MIN
D1
#3 - #5 4d
#6 - #8 6d
D2
d4d
2 1/2" MIN
D2
ADD 1/2 NUMBER OF BARS
INTERRUPTED BY OPNG
PLUS 1, SPACE AT 3" OC
DETAIL SIMILAR
FOR CIRCULAR
OPENINGS
NOTES:
1. DETAIL APPLIES UNLESS REINF IS SPECIFICALLY DETAILED ON THE DRAWINGS
2. HOOK BARS WITH STANDARD HOOK WHERE LTS CANNOT BE ACHIEVED
3'-0" MAX
W
H, 3'-0" MAXTYPLTSTYPICAL OPENINGTMAX D=0.3T OR 2"WHICHEVER IS SMALLERD = OUTSIDE DIAMETER
3D (12" MIN)
CLEAR
NOTE: WHERE CLEAR DISTANCE BETWEEN SLEEVES CAN NOT BE
ACHIEVED AS SHOWN, STRUCTURAL ENGINEER OF RECORD SHALL BE
NOTIFIED.
SCHEDULE 40 SLEEVES SHALL BE USED IN CRITICAL AREAS OF THE
WALL AND SLABS AS DETERMINED BY STRUCTURAL ENGINEER OF
RECORD.
IN WALL OR SLAB CONDUITS GREATER THAN [0.2T] SHALL BE SUBMITTED
FOR REVIEW
AT PIPING OR CONDUIT
NOTE 1
D 12" MAX
NOTE 1ALIGN PEN'S
VERTICALLY
B/WALL
NOTES:
1. GREATER OF 2xD AND 12", WHERE CLEAR DISTANCE IS NOT ACHIEVABLE, TREAT AREA
AS SINGLE OPENING REINFORCED PER "TYPICAL OPENING" DETAIL
2. DO NOT CUT REBAR AT PENETRATIONS LOCS. REBAR MAY BE MOVED 8" MAX TO
ACCOMMODATE PENETRATIONS EDGES, TYP12" FROM ALLTYP EW
2" CLR TO REINF,
NOTE 2
AT OPENINGS 12" OR LESS
6'-6" MAX 1'-0" MIN
(2) #4@3" OC ES OF OPENING. FULL HEIGHT
(3) #4@3" OC T&B. CONTINUE FULL WIDTH OF WALL
Project number
Date
Drawn by
MM JOB #: 15.0197.S.01PRINCIPAL/EOR: PDPROJECT MANAGER: KHDESIGNERS: JW/KHDATE PRINTED:FILE PATH:07/02/2015
C:\Proj\15.0197-994Ptarmigan-RS15_kevinh.rvt7/2/2015 2:34:39 PMS300
TYP CONCRETE DETAILS
M15.0197.S.01LOT 3 / 994 PTARMIGAN RDVAIL,COHughes Residence07.02.2015
KH
NO SCALE8 REINFORCING DEVELOPMENT, PLACEMENT, AND BEND INFO
NO SCALE9 TYP CONC WALL PENETRATIONS
3/4" = 1'-0"10 FIREPLACE OPENING
No. Description Date
PERMIT SET 07.02.2015