HomeMy WebLinkAboutS0-3-STANDARD REINFORCED CONCRETE DETAILS5/8" Ø X 1'-6" SMOOTH ROD
(CAP AND GREASE THIS
END -9" EMBED EACH END) RE: PLANEXPANSION JOINT DETAIL
JOINT WIDTH
RE: PLAN FOR
RE: PLAN CONTROL JOINT DETAIL
1/4" FILL WITH
ELASTOMERIC
JOINT SEALANT THK.1/4 SLABRE: PLAN CONSTRUCTION JOINT DETAIL
#4 X 36" LONG DOWEL @
2'-0" O.C.
CONT. KEYWAY
NOTE:
CONTRACTOR SHALL
SUBMIT JOINT LAYOUT
FOR ENGINEER'S REVIEW.RE: PLAN5"L3X3X3/8 X 0'-8" WITH (2)
5/8" ADHESIVE ANCHOR
(MIN. EMBED)
CONCRETE FILLED
STEEL PAN TREADS
PRE-FABRICATED
STAIR ASSEMBLY
VAPOR BARRIER
9" 9"
1' - 6"
3~#5 CONT. WITH
#3 @ 30" O.C.
8"
1' - 0"
1~#3 NOSING
RE: PLANRE: PLAN1 1/2" MAX.RE: PLANFINISH FLOOR BEND SLAB REINF.
AS REQUIRED
1
1
1' - 0"
1~#3 NOSING
RE: PLANRE: PLAN3" MAX.RE: PLANFINISH FLOORBEND SLAB REINF.
AS REQUIRED
(2)#3 CONT.6" 6"
1~#3 NOSING
BEND SLAB REINF.
AS REQUIRED
2~#4 CONT. WITH
#3 @ 30" O.C. 3" MAX.RE: PLANRE: PLAN1' - 6"
RE: PLAN
6"8" 8"RE: PLAN#3 @ 12" O.C.
1~#3 CONT.
NOTE:
CURB MAY BE PLACED
MONOLITHICALLY W/SLAB.
9" 9"48 DB48 DB 48 DB48 DB
(2") TYP.
FORMED OPENING
OR PIPE
4~#4 DIAGONAL BARS FOR @
MAT OF REINFORCEMENT
(OPENING +5'-0")
NOTES:
1. REINF. SHOWN APPLIES 12" SQ. 12" Ø AND LARGER.
2. SPREAD AND/OR CUT REINF. AT OPENINGS, SPREAD NO MORE THAN
HALF OF TYPICAL BAR SPACING ADD ADDITIONAL REINF. AS SHOWN.6"3"3" 2~#5X5'-0"
4'-0"
1'-0"
3~#5X6'-0"
4'-0"
1'-0" 1'-0"EXTERIOR CORNER
INTERIOR CORNER 3"3" 2~#4 X 4'-0" @ 2" FROM
TOP OF SLAB
CONC. FLOOR 1" GAPSEALENT
CONT. BOND BEAM -
RE: SPECS FOR REINF.
PL 5/16" X 14" LG. X 0'-8" W/ (4)
3/4"Ø X 0'-6" HEADED STUDS.
3/16"
L6X6X5/16 X 1'-0"
@ 4'-0" O.C.
3/4"∅x 3 5/8" EMBED EXP.
ANCHORS FINGER TIGHT IN
LONG SLOTTED HOLES
(VERTICAL) 2 IN EACH L6x5
RE: PLAN CMU WALL -
RE: SPECS.
DOWELS -
RE: SPECS.1' - 0"1' - 6" RE: PLANSLAB THK.3#5 CONT.
#4 @ 12" O.C.
24" 24"
9"
PL 5/16" X 14" LG. X 0'-8" W/ (4)
3/4"Ø X 0'-6" HEADED STUDS.
BENT PLATE
5/16"X8"X4" @
4'-0" O.C.
2 1/4"1" GAP 7/8" MIN. FROM TOP OF
SLOTTED HOLE TO CENTER OF
3/4"Ø BOLT TO ALLOW MAX. 1/2"
DEFLECTION OF SLAB (TYP.)
BLOCK-OUT - RE: PLAN ABOVESLAB ON GRADE
COLUMN
BLOCKOUTFINISHED FLOORRE: PLANCONCRETE COLUMN -
RE: COLUMN SCHEDULE
SLAB ON GRADE
FOOTING -RE:
FOUNDATION
SECTIONS FOR SIZE
AND ORIENTATION.
GRID
PLAN AT INTERIOR COLUMNSOR AS REQ'D4'-0" SQ. MIN. BLOCKOUT OR 48"Ø TYP.CONSTRUCTION JOINT
OR CONTROL JOINT
1~#4X5'-0" DIAGONAL @
EACH INSIDE CORNER
1" CLEAR (MIN.)
GRID
PLAN AT EXTERIOR COLUMNS
CONSTRUCTION JOINT
OR CONTROL JOINT
2~#5X8'-0" DIAGONAL @
EACH INSIDE CORNER
1" CLEAR (MIN.)
SLAB EDGE
GRID
WALL INTERIOR
CORNER DETAIL
HORIZ. REINF.
RE: SXNS.
VERT. REINF.
RE: SXNS.
2 #6 VERT.
ADD'L
#3 @ 12" O.C. 12"12" AS REQUIREDNOTE:RE: SPECS FOR COVER
RETAINED SOIL
W.P. MEMB. -
RE: ARCH.WALL THK. RE: SXNS.WALL EXTERIOR
CORNER DETAIL
HORIZ. REINF.
RE: SXNS.
4'-0" MIN.4'-0" MIN.VERT. REINF.
RE: SXNS.
2 #6 VERT.
ADD'L
#3 @ 12" O.C. 12"12" AS REQUIREDNOTE:RE: SPECS FOR COVER
RETAINED SOIL
W.P. MEMB. -
RE: ARCH.WALL THK. RE: SXNS.EXPANSION JOINT AT
WALL ≈270' O.C.
RETAINED SOIL
W.P. MEMB. -
RE: ARCH.4'-0" MIN. 4'-0" MIN.
VERTICAL REINF. -
RE: SXNS.
HORIZONTAL
REINF. -RE: SXNS.
HOOK DISCONT. ENDS
OF HORIZ. REINF.
NOTE:RE: SPECS FOR COVER
5/8"Ø X 1'-6" LONG
SMOOTH ROD CAP AND
GREASE ONE END
PROVIDE VERTICAL
BAR EA. SIDE OF JOINTRE: SXNS.WALL THK.1" JOINT RE: PLAN
PVC CENTER BULB
WATERSTOP
EXP. JOINT FILLER
CONTROL JOINT AT
WALL ≈15'-0" O.C.
RETAINED SOIL
W.P. MEMB. -
RE: ARCH.
VERTICAL REINF. -
RE: SXNS.
HORIZONTAL
REINF. -RE: SXNS.
NOTE:RE: SPECS FOR COVER
PROVIDE VERTICAL
BAR EA. SIDE OF JOINTRE: SXNS.WALL THK.JOINT -RE: PLAN
1" DEEP SAW
CUT CONTROL
JOINT (CUT
WITHIN 4 HRS.)
CLASS "B" SPLICE
CONSTRUCTION JOINT AT
WALL ≈90' O.C.
RETAINED SOIL
W.P. MEMB. -
RE: ARCH.
VERTICAL REINF. -
RE: SXNS.
HORIZONTAL
REINF. -RE: SXNS.
NOTE:RE: SPECS FOR COVER
PROVIDE VERTICAL
BAR EA. SIDE OF JOINTRE: SXNS.WALL THK.JOINT -RE: PLAN
CLASS "B" SPLICE
PVC CENTER BULB
WATERSTOP
CONT. 2X4 KEYWAY
TENSION DEVELOPMENT LENGTHS FOR STANDARD END HOOKS (LDH)
#14
#11
#10
#9
#8
#7
#6
#5
#4
#3
BAR SIZE FC' = 3,000 PSI FC' = 4,000 PSI FC' = 5,000 PSI FC' = 6,000 PSI FC' = 7,000 PSI FC' = 8,000 PSI
9"
11"
14"
17"
20"
22"
25"
28"
31"
37" dbldh
CLR.
2" MIN.BØ12 db BEND DIAMETER SCHEDULE
90° HOOK
BØ = 6Xdb (#3 THRU #8)
BØ = 8Xdb (#9, #10, & #11)
BØ = 10Xdb (#14 & #18)dbldh
CLR.
2" MIN.
180° HOOK
4Xdb OR (2 1/2" MIN.)
GREATER OF BØ
8"
10"
12"
15"
17"
19"
22"
25"
27"
33"
7"
9"
11"
13"
15"
17"
20"
22"
24"
29"
6"
8"
10"
12"
14"
16"
18"
20"
22"
27"
6"
8"
9"
11"
13"
15"
17"
19"
21"
25"
5"
7"
9"
10"
12"
14"
16"
17"
19"
23"
NOTES FOR STANDARD HOOK DEVELOPMENT
SCHEDULE:
1. THE FOLLOWING ASSUMPTIONS HAVE BEEN MADE
IN PREPARING THE SCHEDULE:
• FY = 60 KSI
• CONCRETE WEIGHT = 150 PCF
• NON EPOXY-COATED BAR
IF CONDITIONS VARY FROM THOSE NOTED ABOVE,
ADJUSTMENTS SHALL BE MADE TO SCHEDULED
VALUES IN ACCORDANCE WITH ACI 318.
2. ADJUSTMENT VALUES TO SCHEDULED VALUES
SHALL BE MADE AS FOLLOWS:
• COVER ACI 318
• CONFINEMENT ACI 318
• ADDITIONAL REINFORCEMENT ACI 318
• SIDE PLANE COVER ACI 318
• LIGHT WEIGHT CONCRETE ACI 318
TENSION LAP SPLICE LENGTHS
FY = 60,000PSI, NON-EPOXY COATED, NORMAL WEIGHT CONCRETE
#11
#10
#9
#8
#7
#6
#5
#4
#3
BAR
SIZE
FC' = 3,000 PSI
CLASS A CLASS B
VALUES SHOWN ARE FOR TOP BARS: FOR OTHER BARS DIVIDE
VALUES BELOW BY 1.3
FC' = 4,000 PSI FC' = 5,000 PSI FC' = 6,000 PSI FC' = 7,000 PSI FC' = 8,000 PSI
22"
CLASS A CLASS B CLASS A CLASS B CLASS A CLASS B CLASS A CLASS B CLASS A CLASS B
29"
37"
43"
63"
72"
81"
91"
102"
29"
38"
47"
56"
82"
94"
106"
119"
132"
20"
25"
32"
38"
55"
63"
71"
80"
87"
25"
33"
41"
48"
71"
81"
91"
103"
104"
17"
22"
29"
34"
48"
56"
63"
71"
78"
22"
29"
37"
43"
64"
72"
82"
91"
102"
16"
21"
26"
32"
45"
51"
58"
64"
72"
20"
26"
33"
41"
58"
67"
74"
84"
93"
16"
20"
24"
29"
42"
47"
54"
60"
67"
19"
25"
32"
37"
54"
61"
69"
77"
86"
16"
19"
22"
26"
39"
45"
50"
56"
63"
17"
24"
29"
34"
50"
58"
64"
73"
81"
NOTES FOR TENSION DEVELOPMENT LENGTHS AND LAP SPLICE SCHEDULES:
1. THE FOLLOWING ASSUMPTIONS HAVE BEEN MADE IN PREPARING THE
SCHEDULE:
• FY = 60 KSI
• CONCRETE WEIGHT = 150 PCF
• NON EPOXY-COATED BAR
IF CONDITIONS VARY FROM THOSE NOTED ABOVE, ADJUSTMENTS SHALL
BE MADE TO SCHEDULED VALUES IN ACCORDANCE WITH ACI 318.
2. ADJUSTMENT VALUES FOR BARS WITH A CLEAR COVER OF LESS THAN 2.0 X
DB AND A CLEAR SPACING BETWEEN BARS OF LESS THAN 4.0 X DB ARE NOT
INCLUDED ABOVE. FABRICATOR SHALL MAKE SUCH ALLOWANCE IN
ACCORDANCE WITH ACI 318.
3. TOP BARS SHALL BE DEFINED AS BARS WITH MORE THAN 12" OF FRESH
CONCRETE CAST BELOW THE BAR -THIS IS ONLY APPLICABLE FOR BARS
THAT RUN HORIZONTALLY.
TENSION DEVELOPMENT LENGTHS FOR STRAIGHT BARS (LD)
FY = 60,000PSI, NON-EPOXY COATED, NORMAL WEIGHT CONCRETE
#11
#10
#9
#8
#7
#6
#5
#4
#3
BAR
SIZE
FC' = 3,000 PSI FC' = 4,000 PSI FC' = 5,000 PSI FC' = 6,000 PSI FC' = 7,000 PSI FC' = 8,000 PSI
TOP BARS OTHER BARS
#14
TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS
22"
29"
36"
43"
63"
72"
81"
91"
101"
121"
17"
22"
28"
33"
48"
55"
62"
70"
78"
93"
19"
25"
31"
37"
54"
62"
70"
79"
87"
105"
15"
19"
24"
29"
42"
48"
54"
61"
67"
81"
17"
22"
28"
33"
49"
55"
63"
70"
78"
94"
13"
17"
22"
26"
37"
43"
48"
54"
60"
72"
15"
20"
25"
31"
44"
51"
57"
64"
71"
86"
12"
16"
20"
24"
34"
39"
44"
49"
55"
66"
14"
19"
24"
28"
41"
47"
53"
59"
66"
79"
12"
15"
18"
22"
32"
36"
41"
46"
51"
61"
13"
18"
22"
26"
38"
44"
49"
56"
62"
74"
12"
14"
17"
20"
30"
34"
38"
43"
48"
57"
REBAR EMBEDMENTS AND SPLICING SCHEDULE
CONC. FOOTING, RE:
SCHEDS, DETAILS, SXNS,
ETC. FOR FURTHER INFO.
LOWEST OF FIN. GRADE,
TOP OF CONC. OR FIN. FLR.3' - 0" MIN. RE: SXNS.NOTES:
1. RE: STRUCTURAL DWGS & SPECS
FOR OTHER INFO. NOT SHOWN.
2. RE: GEOTECH RPT & ADDENDA FOR
SPECS ON FILL & FOOTING PAD PREP.
3. ALL FOOTING BRNG. SURFACES
SHALL BE OBSERVED & TESTED BY
GEOTECH. ENGR. PRIOR TO PLACING CONC.
4. FOOTINGS WITHIN A GIVEN BUILDING SHALL
NOT BE ALLOWED TO BEAR ON DIS-SIMILAR
MATERIALS. FOOTINGS WITHIN A GIVEN
BUILDING ON A COMBINATION OF ROCK AND
FILL. ANY FOOTINGS THAT ENCOUNTER
SHALLOW ROCK SHALL BE OVER-EXCAVATED
AND BACKFILLED AS DIRECTED BY GEOTECH
ENGR.
GROUND IMPROVED SOILS.
PREPARE BUILDING PAD IN
ACCORDANCE WITH
GEOTECH REPORT AND
MANUFACTURER. RE:
GEOTECH REPORT AND
ADDENDA
2"X8" KEYWAY TPO STEEL WHERE
PRESENT.
BOTTOM STEEL -
RE: SCHEDULE
NOTES:
1. CONSTRUCTION JOINTS SHALL NOT BE LOCATED IN MIDDLE OF SPAN.
2. CONTRACTOR SHALL SUBMIT JOINT LAYOUT FOR ENGINEER'S REVIEW AND APPROVAL.
3. PROVIDE ADDITIONAL REINFORCING AS SHOWN IN FOOTINGS WITH CONSTRUCTION JOINTS.RE: SCHEDULEFTG. DEPTH3" 3" 3" 3"
CLASS B SPLICE
CLASS B SPLICE
-
4 #4
STRIP FOOTING CONSTRUCTION JOINT DETAIL STRIP FOOTING CORNER DETAIL RE: SCHEDULEFTG. WIDTH2' - 0"
3" 3"2' - 0"3" 3 #4
3"3" 3" #7 CORNER BARS
@ TOP & BOTTOM
RE: SCHEDULE
FTG. WIDTH
STRIP FOOTING TEE DETAIL RE: SCHEDULEFTG. WIDTH3" 3"
3" 3 #4
3"3" 3" #7 CORNER BARS
@ TOP & BOTTOM
RE: SCHEDULE
FTG. WIDTH
3"3"
3" 3 #4
2' - 0"2' - 0"
SLEEVE SHALL BE LOCATED
IN CENTER THIRD OF
FOOTING DEPTHRE: SCHEDULEFTG. DEPTHSTRIP FOOTING PENETRATION DETAILMIN.1/3 DMIN.1/3 DMIN.1/3 DBOTTOM REINF. MUST BE
CONT. WITHOUT BEND
RE: SCHEDULEFTG. DEPTHMIN.3"MIN.CLR. 6"PIPE Ø + 8"
EQ EQ
(TYP.)
48DB
ADDITIONAL BOTTOM
REINF. MATCH
BOTTOM BARS
MATCH BOTTOM
REINF.
FOOTING REINF.
RE: SCHEDULE
TERMINATE
BOTTOM REINF.
W/STD ACI 90° HOOKRE: SCHEDULEFTG. DEPTH-
4' - 0" TOP OF FOOTING -
RE: PLAN
RE: SCHEDULEFTG. DEPTHEXTEND BOTTOM REINFORCING INTO
ADJACENT FOOTING AS SHOWN
FOOTING REINF.
RE: SCHEDULE
-
FOOTING REINF.
RE: SCHEDULE
TERMINATE BOTTOM REINF.
W/STD ACI 90° HOOK
RE: PLANSTEPRE: SCHED.FTG. DEPTH-
TOP OF FOOTING -
RE: PLAN
RE: SCHEDULE FTG. DEPTHEXTEND BOTTOM REINFORCING INTO
ADJACENT FOOTING AS SHOWN
4' - 0"
TOP OF FOOTING
RE: PLAN
1' - 0"
1
1
2~#4 BARS X 5'-0" LONG,
CENTER ON CORNER, 1 1/2"
CLEAR FROM TOP OF SLAB
(PROVIDE BARS AT ALL RE-
ENTRANT SLAB EDGES AND
DEPRESSION CORNERS)
PLAN VIEW 3" SEPARATION1 1/2" CLEAREXTERIOR EDGE OF BRICK
LEDGE WHEN PRESENT
EXTERIOR EDGE OF
SLAB OR DROP
EXTERIOR OF SLAB OR
LOW SIDE OF DROP45.0
0°
RE-ENTRANT STEEL
REQUIRED AT ALL DROP + EDGE CORNERS
(NOT SHOWN IN PLAN)
12777 JONES RD., STE 388
HOUSTON, TX 77070
281 894 7099
CONSTRUCTION@
INTEGRITYSTRUCTURAL.COM
in the name of God's one and only Son. This is the verdict: Light has come into the world, but men loved darkness instead of light because their deeds were evil. Everyone who does evil hates the light, and will not come into the light for fear that his deeds will be exposed. But whoever lives by the truth comes into the light, so that it may be seen plainly that what he has done has been done through God. (John 3:16-21, NIV). Therefore Jesus said again, "I tell you the truth, I am the gate for the sheep. All who ever came before me were thieves and robbers, but the sheep did not listen to them. I am the gate; whoever enters through me will be saved. He will come in and go out, and find pasture. The thief comes only to steal and kill and destroy; I have come that they may have life, and have it to the full. (John 10: 7-10, NIV) Jesus answered, "I am the way and the truth and the life. No one comes to the Father except through me." (John 14:6, NIV) These bible verses reflect Integrity Structural Corp.'s strong belief and faith in Jesus Christ and it is our desire that through our work others may come to know Christ as well. May God bless this project and all of those involved.cree en él no es condenado, pero el que no cree ya está condenado por no haber creído en el nombre del Hijo unigénito de Dios. Ésta es la causa de la condenación: que la luz vino al mundo, pero la humanidad prefirió las tinieblas a la luz, porque sus hechos eran perversos. Pues todo el que hace lo malo aborrece la luz, y no se acerca a ella por temor a que sus obras queden al descubierto. En cambio, el que practica la verdad se acerca a la luz, para que se vea claramente que ha hecho sus obras en obediencia a Dios. (Juan 3:16-21,NVI) For God so loved the world the world that he gave his one and only Son, that whoever believes in him shall not perish but have eternal life. For God did not send his Son into the world to condemn the world, but to save the world through him. Whoever believes in him is not condemned, but whoever does not believe stands condemned already because he has not believedThe words around this title block reflect the values and definition of Integrity Structural Corp. and do not include any notes pertaining to the drawings for this project. For God so loved the world that he gave his one and only Son, that whoeverbelieves in him shall not perish but have eternal life. For God did not send his Son into the world to condemn the world, but tosave the world through him. Whoever believes in him is not condemned, but whoever does not believe stands condemned already because he has not believed in the name of God's one and only Son. This is the verdict: Light has come into the world, but men loved darkness instead of light because their deeds were evil. Everyone who does evil hates the light, and will not come intothe light for fear that his deeds will be exposed. But whoever lives by the truth comes into the light, so that it may be seen plainly that what he has done has been done through God. (John 3:16-21, NIV) Porque tanto amó Dios al mundo, que dio a su Hijo unigénito, para que todo el que cree en él no se pierda, sino que tenga vida eterna. Dios no envió a su Hijo al mundo para condenar al mundo, sino para salvarlo por medio de él. El queCAD / ENG
PROJECT NAME & LOCATION
PROJECT NUMBER
DRAWING SCALE
SHEET TITLE
SHEET NUMBER
ISSUE DATE
ISSUE TITLE
KR / RM12.04.2020
PERMIT SET
KR / RM2021.01.15
BID DOCUMENTS
As indicated
STANDARD
REINFORCED
CONCRETE
DETAILS
S0-3
NORTH END
APARTMENTS
CARMEL, IN
609.003.20H
3/4" = 1'-0"6 SLAB ON GRADE JOINT DETAIL
3/4" = 1'-0"7
TYPICAL STAIR STRINGER SUPPORT
DETAIL
3/4" = 1'-0"8
TYPICAL SLAB ON GRADE DEPRESSION
DETAIL
3/4" = 1'-0"9 TYPICAL CONCRETE CURB DETAIL
3/4" = 1'-0"10 SLAB ON GRADE OPENING DETAILS
3/4" = 1'-0" 11
SLAB ON GRADE CORNER
REINFORCEMENT DETAIL
3/4" = 1'-0"13
TYPICAL THICKENED SLAB & NLB CMU
WALL CONX. TO CONC. DECKS
3/4" = 1'-0"14 NOT USED
3/4" = 1'-0"12 COLUMN BLOCK-OUT DETAIL
3/4" = 1'-0"16 FDN - WALL JOINT DETAILS
3/4" = 1'-0"15 NOT USED
12" = 1'-0"17
FDN - TENSION DEVELOPMENT
LENGTHS FOR STANDARD END HOOKS
(LDH)
3/4" = 1'-0"1 FDN - FOOTING CONSTRUCTION DETAIL
3/4" = 1'-0"2 FDN - FOOTING REINFORCING DETAILS
3/4" = 1'-0"3
FDN - TYP. FOOTING DEPTH
TRANSITION DETAIL
3/4" = 1'-0"4 FDN - TYP. FOOTING STEP
3/4" = 1'-0"5 FDN - RE-ENTRANT STEEL (PLAN VIEW)
1
1
04/15/22