HomeMy WebLinkAboutS301 - TYPICAL FOUNDATION DETAILSTENSION LAP SPLICE LENGTHS FOR BARS
ENCLOSED IN TIES OR STIRRUPS
TENSION LAP SPLICE LENGTHS FOR BARS
NOT ENCLOSED IN TIES OR STIRRUPS
NOTES:
1. TABULATED VALUES ARE GIVEN IN INCHES.
2. DIVIDE TABULATED VALUES BY 1.30 TO ACHIEVE STRAIGHT BAR TENSION DEVELOPMENT LENGTHS.
3. APPLY A 1.30 MULTIPLIER ON TABULATED VALUES FOR USE IN LIGHTWEIGHT CONCRETE.
4. APPLY A 1.50 MULTIPLIER ON TABULATED VALUES FOR EPOXY COATED BARS WITH COVER LESS THAN
3-BAR DIAMETERS OR CLEAR SPACING LESS THAN 6 BAR DIAMETERS. APPLY A 1.20 MULTIPLIER ON ALL
OTHER EPOXY COATED BARS.
5. MULTIPLIERS FOR LIGHTWEIGHT CONCRETE AND EPOXY COATING ARE ADDITIVE.
6. TOP BARS ARE DEFINED AS HORIZONTAL REINFORCEMENT WITH MORE THAN 12 INCHES OF CONCRETE
CAST BELOW THE DEVELOPMENT LENGTH OR SPLICE.
7. "SIDE LAP" LAP SPLICES TO MAINTAIN SPECIFIED CONCRETE COVER. WHEN BARS OF DIFFERENT SIZE
ARE LAP SPLICED, USE THE LARGER OF THE DEVELOPMENT LENGTH OF THE LARGER BAR OR THE LAP
SPLICE LENGTH OF THE SMALLER BAR.
8. NON-CONTACT SPLICES NOT PERMITTED.
BAR
SIZE
#3 28 22 6 25 19 6 22 17 6
#4 38 29 8 33 25 7 29 23 6
#5 47 36 10 41 31 8 36 28 7
#6 56 43 12 49 37 10 44 34 9
#7 81 63 13 71 54 12 63 49 10
#8 93 72 15 81 62 13 72 56 12
#9 105 81 17 91 70 15 81 63 13
#10 118 91 19 102 79 17 92 71 15
#11 131 101 22 114 87 19 102 78 17
#3 17 16 6 16 16 6 16 16 6
#4 28 22 8 25 19 7 22 17 6
#5 41 32 10 36 28 8 32 25 7
#6 56 43 12 49 37 10 44 34 9
#7 90 69 13 78 60 12 70 54 10
#8 112 86 15 97 74 13 87 67 12
#9 135 104 17 117 90 15 105 81 13
#10 162 125 19 141 108 17 126 97 15
#11 190 146 22 165 127 19 147 114 17
STD
HOOK DEV
STD
HOOK DEVTOP OTHER
STD
HOOK DEV
BAR TYPE
3,000 PSI
TOP OTHER
BAR TYPE
TOP OTHER
BAR TYPE
4,000 PSI 5,000 PSI
BAR
SIZE STD
HOOK DEV
STD
HOOK DEVTOP OTHER
STD
HOOK DEV
BAR TYPE
3,000 PSI
TOP OTHER
BAR TYPE
TOP OTHER
BAR TYPE
4,000 PSI 5,000 PSI
CONCRETE COMPRESSIVE STRENGTH
CONCRETE COMPRESSIVE STRENGTH
B
2
1
1'-0"2'-0"
T/SLAB
99'-0"
T/SLAB
100'-0"
T/FTG
97'-0"
HSS4.000x0.250 w/
BASE PL 1/2"x5"x0'-10"
AND (2) 3/4" DIA ANCHORS
1'-0"
8" 8" 8"
2
1
1'-0"2'-0"
T/SLAB
99'-0"
T/SLAB
100'-0"
6" STUDS AT 16"
1/2" APA-RATED SHEATHING
1/2" CAST-IN ANCHORS AT 48"
1/2" PREFORMED
EXP JOINT FILLER
3-#5 CONT
#4 AT 12" DOWELS
(ALT BEND DIRECTION)
#4 AT 12" HORIZ
#4 AT 12" DOWELS
2'-0"
4'-0"
T/FTG
97'-0"
8" 8" 8"
1'-0"
2
1
1'-0"2'-0"
T/SLAB
99'-0"
1/2" PREFORMED
EXP JOINT FILLER
3-#5 CONT
#4 AT 12" DOWELS
(ALT BEND DIRECTION)
#4 AT 12" HORIZ
#4 AT 12" DOWELS
2'-0"
4'-0"
T/FTG
97'-0"
8" 8" 8"
1'-0"
8" 8" 8"
2'-0"
#4 AT 12" DOWELS
(ALT BEND DIRECTION)
4'-0"
3-#5 CONT
T/FTG
97'-0"
T/SLAB
99'-0"
#4 AT 12" HORIZ
1'-0"2
1
1'-0"
6" STUDS AT 16"
1/2" APA-RATED SHEATHING
1/2" CAST-IN ANCHORS AT 48"
1'-0" 6" 6"
2'-0"1'-0"1/2" PREFORMED
EXP JOINT FILLER
3-#5 CONT
#4 AT 12"
T/FTG
98'-0"
T/SLAB
100'-0"
6" STUDS AT 16"
1/2" APA-RATED
EXTERIOR SHEATHING
1/2" CAST-IN ANCHORS AT 48"
#4 AT 12" DOWELS
1'-0" 6" 6"
2'-0"1'-0"1/2" PREFORMED
EXP JOINT FILLER
3-#5 CONT
#4 AT 12"
T/FTG
97'-0"
T/SLAB
99'-0"
6" STUDS AT 16"
1/2" APA-RATED
EXTERIOR SHEATHING
1/2" CAST-IN ANCHORS AT 48"
#4 AT 12" DOWELS
2'-0"1'-0"3-#5 CONT
#4 AT 12"
T/FTG
97'-0"
1'-0" 6" 6"
1'-0"
2
1
T/SLAB
99'-0"
#4 AT 12" DOWELS
4'-0"
SLOPE
T/NEW FTG
98'-0"
T/NEW WALL
100'-0"
#4x24" AT 12" DRILL
AND ADHESIVE ANCHOR
6" INTO EXIST FOUNDATION
NOTES:
1. ALIGN BOTTOM OF NEW AND EXISTING FOOTINGS. STEP
FOOTING AND WALL AS REQUIRED PER TYPICAL DETAILS.
2. EXTEND NEW FOUNDATIONS DOWN TO THE MINIMUM DEPTH.
B/EXIST
97'-0" (VIF)
EXIST FDN
NEW WALL & FTG
T/NEW SLAB
100'-0"
EXIST FDN
NEW SLAB ON GRADE
1/2" DIA x 1'-6" AT 18"
SMOOTH DOWELS.
GREASE END OF DOWEL
IN NEW SLAB.
DRILL 6" INTO
EXISTING SLAB
HSS8.625x0.322 BOLLARD
w/ CONCRETE FILL
18"x18" x 36" DEEP
CONCRETE AROUND
BOLLARD
1'-6"3'-0"#4 x 3'-0" EA WAY
SLAB ON
GRADE
STANDARD 90°
HOOK (TYP)
SEE SPECIFIC WALL SECTIONS
FOR SIZE AND SPACING OF
WALL REINFORCING. (TYP)
"U"-BARS AT END OF OPENINGS.
MATCH SIZE AND SPACING OF
HORIZ REINFORCING.
WALL CORNERS WALL INTERSECTION
LAP OUTSIDE HORIZONTAL REINF
OR PROVIDE CORNER BARS AS
SHOWN. MATCH SIZE AND SPACING
OF HORIZONTAL WALL REINFORCING.
SKEWED WALL SEE PLANLAP INSIDE HORIZ REINF OR
PROVIDE DOWELS AS SHOWN.
MATCH SIZE AND SPACING OF
HORIZ REINF
DISCONTINUOUS ENDSSPLICE (UNO)TENSION LAPSPLICE (UNO)TENSION LAPSPLICE (UNO)
TENSION LAP
0"SPLICE (UNO)
TENSION LAP T1'-0"SPL ICE (UNO)TEN S ION LAP
0".0".6" CONT
WATERSTOP
SEE SPECIFIC WALL
SECTIONS FOR SIZE AND
SPACING OF WALL REINF
CONTINUE 100 PERCENT OF
HORIZ REINF THROUGH JOINT
JOINT - SEE GENERAL
NOTES FOR SPACING
NOTES:
1. WATERSTOP REQUIRED FOR SUB-GRADE WALLS RETAINING BACKFILL
MATERIAL. OMIT OTHERWISE.
2. ROUGHEN FIRST POUR TO A 1/4" AMPLITUDE OR FORM THE JOINT WITH A
STAY-IN-PLACE PERFORATED METAL BULKHEAD TO ACHIEVE THE SAME
RESULT.
SPLICE
TENSION LAP
CL
VERT WALL REINF -
SEE SPECIFIC
SECTIONS FOR
SIZE AND SPACING.
MATCH HORIZ FOOTING
REINFORCING
HORIZ FOOTING
REINFORCING
HORIZ FOOTING
REINFORCINGT(1'-6" MAX)dT2'-0" MIN
MIN
1.5d
2d MIN T2'-0" MIN
ISOLATION
JOINT
CONSTRUCTION
JOINT
CONTRACTION
JOINT
NOTES:
1. LOCATE CONSTRUCTION JOINTS AT CONTRACTION JOINT LOCATIONS SHOWN ON PLAN. MATCH
CONTRACTION JOINT PROFILE.
2. MAXIMUM SPACING BETWEEN CONTRACTION JOINTS = 15'-0". SEE PLAN FOR LOCATIONS.
3. 3/4" x 1'-4" SMOOTH DOWEL AT 18 INCHES ON CENTER. SET AT T/2 BELOW TOP OF SLAB. GREASE
ONE END.
4. DO NOT PLACE DOWELS WITHIN 12" OF A SLAB CORNER.
1/2" FULL DEPTH
JOINT FILLERSEE NOTE 1
SEE NOTE 3 1-#4 EA SIDE
1/8" SAWN OR
PREFORMED JT
R=1/8" MAX
SOG SUB BASE SEE
PLAN AND TYP SOG
DETAILTT/32"
CL CL CL
INTERRUPT REINF
AT JOINTS (TYP)
NOTES:
1. PROVIDE CONTINUOUS PROTECTION AGAINST WATER INFILTRATION PRIOR TO
INSTALLATION OF VAPOR BARRIER AND POROUS SUB BASE. MAINTAIN VAPOR BARRIER
AND SUB BASE IN DRY CONDITION UNTIL BUILDING IS OCCUPIED.
2. PROVIDE ENGINEERED FILL IN AREAS THAT DO NOT STABILIZE UNDER PROOFROLLING.
PROOFROLLED
SUB-GRADE
NOTE 2
CONTINUOUS
VAPOR BARRIER
DRAINAGE COURSE
SLAB ON GROUND
T/SLAB
SEE PLAN
SEE PLANSEE PLAN2- #4 x 48", 3/4" CLR
FROM T/SLAB
EDGE OF SLAB
2 "CLR2"ARCHITECTCONSTRUCTION MANAGERPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONSBID DOCUMENTS
10-26-22
21011 CLIENTS301TYPICAL FOUNDATIONDETAILSCARMELTOWNSHIP BLDG.RENOVATION ANDEXPANSION20
TENSION LAP SPLICE LENGTHS
FOR GRADE 60 REINFORCEMENT
1/2" = 1'-0" 2
SECTION AT COLUMN IN
GARAGE DEMISING WALL
1/2" = 1'-0"1
SECTION AT GARAGE
DEMISING WALL
1/2" = 1'-0" 3
SECTION AT SLAB
ELEVATION CHANGE
1/2" = 1'-0" 4
SECTION AT GARAGE
DEMISING WALL
1/2" = 1'-0"5 SECTION AT EXTERIOR WALL
1/2" = 1'-0" 6 SECTION AT GARAGE WALL
1/2" = 1'-0" 7 SECTION AT GARAGE DOOR
1/2" = 1'-0" 8
NEW FOUNDATATION SPLICE
TO EXISTING FOUNDATION
1/2" = 1'-0" 9
NEW SLAB SPLICE
TO EXISTING SLAB
1/2" = 1'-0"10 PIPE BOLLARD DETAIL
1/2" = 1'-0" 11 TYPICAL WALL REINFORCING PLAN
1/2" = 1'-0" 12 TYPICAL WALL CONSTRUCTION JOINT
1/2" = 1'-0" 13 TYPICAL DETAIL AT FOOTING STEP
1/2" = 1'-0"15 TYPICAL SLAB ON GRADE JOINTS
1/2" = 1'-0"14 TYPICAL SLAB ON GRADE DETAIL
1/2" = 1'-0" 16
ADDITIONAL REINFORCING
AT SLAB ON GRADE CORNERS
03/10/23