HomeMy WebLinkAboutS0-2A-STANDARD FOUNDATION NOTES AND SCHEDULESldh ldh
180° HOOK
2" MIN.
CLR
4xdb (2 1 2" MIN.)
BAR SIZE
#3
#4
#5
#6
#7
#8
#9
#10
#11
#14
f'c = 3,000PSI
9"
11"
14"
17"
20"
22"
25"
28"
31"
37"
f'c = 4,000PSI
8"
10"
12"
15"
17"
19"
22"
25"
27"
33"
f'c = 5,000PSI
7"
9"
11"
13"
15"
17"
20"
22"
24"
29"
#3
#4
#5
#6
#7
#8
#9
#10
#11
f'c = 3,000PSI
22"
29"
36"
43"
63"
72"
81"
91"
101"
f'c = 4,000PSI f'c = 5,000PSI
FY = 60,000PSI, NON-EPOXY COATED, NORMAL WEIGHT CONCRETE
TOP BARS
17"
22"
28"
33"
48"
55"
62"
70"
78"
OTHER BARS
#14 121" 93"
19"
25"
31"
37"
54"
62"
70"
79"
87"
TOP BARS
15"
19"
24"
29"
42"
48"
54"
61"
67"
OTHER BARS
105" 81"
17"
22"
28"
33"
49"
55"
63'
70"
78"
TOP BARS
13"
17"
22"
26"
37"
43"
48"
54"
60"
OTHER BARS
94" 72"
2" MIN.
CLR
BAR
SIZE
f'c = 6000PSI f'c = 7,000PSI f'c = 8,000PSI
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"dbBØf'c = 6,000PSI
15"
20"
25"
31"
44"
51"
57"
64"
71"
TOP BARS
12"
16"
20"
24"
34"
39"
44"
49"
55"
OTHER BARS
86" 66"
f'c = 7,000PSI
14"
19"
24"
28"
41"
47"
53"
59"
66"
TOP BARS
12"
15"
18"
22"
32"
36"
41"
46"
51"
OTHER BARS
79" 61"
f'c = 8,000PSI
13"
18"
22"
26"
38"
44"
49"
56"
62"
TOP BARS
12"
14"
17"
20"
30"
34'
38"
43"
48"
OTHER BARS
74" 57"
BAR
#3
#4
#5
#6
#7
#8
#9
#10
#11
f'c = 3,000PSI
22"
29"
37"
43"
63"
72"
81"
91"
102"
f'c = 4,000PSI f'c = 5,000PSI
SIZE CLASS A
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"
CLASS B CLASS A CLASS B CLASS A CLASS B
f'c = 6,000PSI
16"
21"
26"
32"
45"
51"
58"
64"
72"
20"
26"
33"
41"
58"
67"
74"
84"
93"
CLASS A CLASS B
f'c = 7,000PSI
16"
20"
24"
29"
42"
47"
54"
60"
67"
19"
25"
32"
37"
54"
61"
69"
77"
86"
CLASS A CLASS B
f'c = 8,000PSI
16"
19"
22"
26"
39"
45"
50"
56"
63"
17"
24"
29"
34"
50"
58"
64"
73"
81"
CLASS A CLASS Bdb
NOTES FOR SCHEDULES ABOVE:
1. THE FOLLOWING ASSUMPTIONS HAVE BEEN MADE IN PREPARING THE SCHEDULE: fy = 60 KSI, CONCRETE WEIGHT IS 150 PCF, AND NON
EPOXY COATED BARS. IF CONDITIONS VARY FROM THAT 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.
4. TENSION LAP LENGTHS SHOWN ARE FOR TOP BARS: FOR OTHER BARS DIVIDE VALUES SHOWN BY 1.316db (#3 THRU #8)17db (#9,#10,#11)18db (#14,#18)BØ = 6Xdb (#3 THRU #8)
90° HOOK
BEND DIAMETER SCHEDULE
BØ = 8Xdb (#9, #10, & #11)
BØ = 10Xdb (#14 & #18)BØ INTERIOR
PLAN MARK ASSOCIATED HOLDOWN
U.N.O.
NOTES:
1. LARGER FOOTING MAY BE SHOWN ON PLAN IF MORE THAN ONE HOLDOWN IS PRESENT.
2. NO HOLDOWN FOOTING REINFORCEMENT IS REQUIRED OTHER THAN GRADE BEAM OR GRAVITY FOOTING REINFORCEMENT THAT MAY
BE PRESENT IN THE SAME AREA.
3. HOLDOWN FOOTING TO BE CENTERED ON HOLDOWN ANCHOR EXCEPT WHERE SLAB EDGE PREVENTS THIS.
4. RE: SHEARWALL PLAN(S) FOR HOLDOWN LOCATIONS.
H2 HF2 HF#
FOOTING
H3 HF3
H4 HF4
H5 HF5
H6 HF6
EXTERIOR
FOOTING DEPTH
(FROM TOP OF SLAB)HF#WIDTHWIDTHWIDTHWIDTHHF#
FOOTING
MARK
(TYP.)
WIDTHWIDTH HOLDDOWN
ANCHOR
HOLDOWN
ANCHOR
H1 0' - 9" HF1
HOLDOWN
ANCHOR
SLAB ON GRADE HOLDOWN FOOTING SCHEDULE
0' - 11"
1' - 0"
1' - 4"
1' - 8"
0' -11"
1' - 2"
1' - 4"
1' - 10"
2' - 1"
2' - 1"
FOOTING WIDTH
(PLAN DIMENSIONS)
1' - 0"
1' - 6"
2' - 0"
2' - 6"
3' - 0"
3' - 6"
PLAN VIEW
INTERIOR CONDITION
PLAN VIEW
EXTERIOR EDGE
CONDITION
PLAN VIEW EXTERIOR
CORNER CONDITION
1' - 11"
EDGE OF SLAB, DROP,
OR CONST. JOINT HF#WIDTH
WIDTH
HOLDOWN
ANCHOR
PLAN VIEW INTERIOR
CORNER CONDITION
THICKENED SLAB;
RE: SCHEDULE ON DETAILS PAGE.
FOUNDATION LEGEND
DROP
DROP
W/ SLOPE SLOPE / RAMPSLAB DEPRESSION
(VERIFY W/ ARCH.)
-X"TOP OF CONCRETE RELATIVE TO 0'-0"
(CONSTANT SLOPE BETWEEN TAGS W/ DIFFERING ELEVATIONS)
STONE OR BRICK LEDGE (U.N.O. RE. ARCH.)
CURB WALL C.W.
S.W.STEM WALL
R.W.RETAINING WALL
SLAB DROP/SLOPE
BELOW F.F.E.
1. THESE DRAWINGS HAVE BEEN PREPARED UNDER THE
PRESUMPTION OF A FINISHED LEVEL GRADE AROUND THE
ENTIRE FOUNDATION THAT IS 8" BELOW THE TOP OF SLAB
(U.N.O. ON PLAN) BASED ON INFORMATION PROVIDED TO THE
ENGINEER ABOUT THE SITE. IF THE GRADE AROUND THE
STRUCTURE IS OTHER THAN THIS, OR IF IT VARIES, THE
ENGINEER MUST BE NOTIFIED OF THIS AS THE DESIGN OF THE
FOUNDATION MAY BE AFFECTED AND STEM WALLS OR RETAINING
WALLS MAY BE REQ'D. DO NOT SLOPE GRADE AWAY FROM
BUILDING STEEPER THAN 5 HORIZONTAL TO 1 VERTICAL W/
GEOTECHNICAL ENGINEER APPROVAL AND VERIFICATION THAT
BEARING CAPACITY SETTLEMENT LIMITS AND GLOBAL STABILITY
DESIGN IS NOT ADVERSELY AFFECTED.
2. CONTRACTOR SHALL VERIFY ALL SLAB DIMENSIONS, DROPS, AND
SLOPES PRIOR TO THE PLACEMENT OF CONCRETE. ANY
DISCREPANCY BETWEEN THESE PLANS AND ARCHITECTURAL
PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER
OF RECORD IMMEDIATELY.
ADDITIONAL SLAB REINFORCEMENT DETAILS
(NOT SHOWN IN PLAN)
45°0
'1 1/2"CLEAR1 12 "SEPARATIONEXTERIOR OF SLAB OR
LOW SIDE OF DROP
EXTERIOR EDGE OF
SLAB OR DROP
EXTERIOR EDGE OF
BRICK LEDGE
2~#4 BARS X 5'-0"
LONG, CENTER ON
CORNER, 1 1/2"
CLEAR FROM TOP
OF SLAB
WHEN PRESENT
PLAN VIEW
NOTE: BARS SHOWN MUST BE PROVIDED AT ALL RE-ENTRANT
CORNERS AT EXTERIOR EDGES AND RE-ENTRANT CORNERS AT
DEPRESSIONS GREATER THAN 2"
RE-ENTRANT STEEL REQUIRED AT DROP AND EDGE CORNERS
STANDARD
SLAB ON GRADE
FOUNDATION
NOTES AND
SCHEDULES
NTS
S0-2A
SHEET NUMBER
NORTH END
APARMENTS
SMOKY ROW
ROAD & U.S. 31
CARMEL,IN
ISSUE DATE
ISSUE TITLE
SHEET TITLE
DRAWING SCALE
PROJECT NUMBER
PROJECT NAME & LOCATION
609.003.20H
CAD / ENG
The 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 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 becauscree 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 obedienin 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 Co
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