13-1219-009GENERAL STRUCTURAL NOTES
MISCELLANEOUS:.
1. CONTRACTOR SHALL WORK THE STRUCTURAL PLANS IN CONJUNCTION WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING
DRAWINGS, LOCATE ALL OPENINGS REQUIRED IN THE WORK PRIOR TO POURING ANY CONCRETE.
2. IN CASE OF DISCREPANCIES BETWEEN THE ARCHITECTURAL AND STRUCTURAL PLANS, THE ARCHITECTURAL PLANS SHALL GOVERN UNLESS
STRENGTH IS AFFECTED.
7. ALL EARTHWORK PERFORMED UNDER # OF # OR REPRESENTATIVE TO VERIFY
COMPLIANCE OUR • ! AND THE FLORIDA BUILDING CODE.
IN THE EVENT OF EXISTING STRUCTURES, EXISTING FOOTING OR PROPOSED DRAINAGE LINES, PROVISIONS SHALL BE MADE BY THE —
STRUCTURAL ENGINEER AND SITE CONTRACTOR TO PROTECT ALL FOOTINGS FROM i - AND EXPOSURE. !
ENGINEER SHALL BE N011FIED OF THESE CONDITIONS TO EVALUAVE THE APPLICABILITY OF HIS RECOMMENDATIONS.
2. ALL FOOTING EXCAVATION AND COMPACTION SHALL BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER FOR THE BEARING
CAPACITY INDICATED ABOVE PRIOR TO CONCRETE
3. FOOTINGS SHALL BE FOUNDED ON WELL COMPACTED VIRGIN SOIL OR ON ENGINEERED FILL AT THE ELEVATIONS SHOWN.
4. KEEP FOUNDATION EXCAVATIONS FREE OF WATER AT ALL TIMES. REPLACE SOFT OR WEAKENED SOIL WITH STRUCTURAL FILL
5. ELEVATIONS SHOWN AT FOOTINGS ARE TOP OF FOOTING ELEVATION (T.O.F.).
6. ALL EXTERIOR FOOTINGS TO BEAR MINIMUM 2' -0" BELOW ADJACENT GRADE. UNLESS OTHERWISE NOTED. ADJUST BOTTOM OF FOOTING AS
REQUIRED.
3. MINIMUM SUBGRADE MODULUS, K, SHALL ACHIEVE 200 LB /IN-2 PER IN (OR PCI) AFTER COMPACTION.
TERMITE PROTECTION
10. ANY STRUCTURAL MEMBER PENETRATING SLAB ON FILL IS TO BE %' PRE—MOLDED JOINT FILLER COMPLYING WITH ASTM D-1752, TYPE I
11. PREMATURE FINISHING IS NOT ALLOWED. IMMEDIATE FOLLOWING FLOATING, TROWELING WITH STEEL TROWELS SHOULD BE COMMENCED IF
REQUIRED. BROOMING SHALL BE AFTER THE STEEL TROWELING OPERATION.
12. SLAB FINISH TYPE: INSIDE BUILDING — STEEL TROWELED; OUTSIDE SLAB — BROOMED, UNLESS OTHERWISE NOTED.
CONCRETE CONSTRUCTION NOTES
1. CAST —IN —PLACE CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM 28 —DAY COMPRESSIVE STRENGTHS (F'C):
STRUCTURAL PART: MINIMUM CONCRETE COVER (IN.)
BOTTOM SIDES
o. FOOTINGS 3" 2" 3"
s. #` -
EXPOSED TO EARTH OR WEATHER 3"
2"
2"
c. PEDESTALS
- --
2"
2"
d. SLABS AND WALLS (INTERIORS)
1"
1"
1"
e. BEAMS & COLUMNS
1 -1/2"
1 -1/2"
1 -1/2"
9. CONCRETE REINFORCING STEEL
MARKED STANDARD
HOOK SHALL HAVE
A 90 DEGREE HOOK WITH A MINIMUM EXTENSION BEYOND THE BEND OF
12 BAR DIAMETERS IN LENGTH,
UNLESS OTHERWISE
NOTED. STIRRUP,
TIE AND 180— DEGREE HOOKS SHALL CONFORM TO THE REQUIREMENTS
OF ACI 318.
f'C =3000 psi
-�
DENOTES DEVELOPMENT ALSO, Id MUST NEVER BE TAKEN LESS THAN 12 INCH.
2. VALUES ARE BASED ON BARS WHICH ARE NOT EPDXY—COATED, NORMAL WEIGHT CONCRETE, AND Fy--60.000 psi..
3. FOR VALUES OF # 4,000 psi, USE VALUES TABULATED FOR # ## r
4. ldh: DEVELOPMENT LENGTH OF HOOKED BARS IN TENSION FOR 90 DEGREE END HOOKS, AND END COVER NOT LESS THAN 2 IN,
uj
0
DEVELOP. LENGTH
(Idh) SCHEDULE
BAR
LAP
LENGTH
SCHEDULE
0
a
LL
OF
HOOKED BARS IN TENSION
f'C
=4000 psi
f'C =3000 psi
-�
Wnr-
■
BAR SIZE
TOP REINF.
_
ALL OTHER
z
TOP REINF. ALL OTHER
BAR SIZE
f'C =4000 psi
•r
f'C =3000 psi
s
F-
(1.3 *Id)
REINF. (Id)
rr
(1.3 *Id) REINF. (Id)
0)
i
(i�
#3
a
1' -8"
i
1' -3"
1' -10" 1' -5"
#3
6
6
##4
i
2' -0"
1' -7"
2' -5" 1' -10"
#4
7
8
#5
2' -7"
t
2' -0"
'd-
3' -0" V -4"
#5
9
10
#6
3' -3"
2' -6"
3' -7" 20 -9"
#6
10
12
#7
4' -7"
3' -6"
5' -3" 4' -0"
#7
12
14
#8
5' -2"
4' -0"
6' -0" 4' -7"
#8
14
16
#9
5' -10"
4' -6"
6' -9" 5' -2"
#9
15
18
#10
6' -9"
5' -2"
7' -7" 5' -10"
#10
17
20
#11
7' -10"
6' -0"
8' -6" 6' -6"
#11
19
22
DENOTES DEVELOPMENT ALSO, Id MUST NEVER BE TAKEN LESS THAN 12 INCH.
2. VALUES ARE BASED ON BARS WHICH ARE NOT EPDXY—COATED, NORMAL WEIGHT CONCRETE, AND Fy--60.000 psi..
3. FOR VALUES OF # 4,000 psi, USE VALUES TABULATED FOR # ## r
4. ldh: DEVELOPMENT LENGTH OF HOOKED BARS IN TENSION FOR 90 DEGREE END HOOKS, AND END COVER NOT LESS THAN 2 IN,
uj
0
%L
G_
0
a
LL
J
i
r•
z
-�
Wnr-
■
i
z
UL.
•r
i
s
F-
rr
Q
0)
i
(i�
Q
a
2
i
W
i
0
r�
i
•
i'
i
N
t
P� IP �
0
%L
G_
0
a
LL
J
0
z
-�
Wnr-
■
z
rr
Q
D
(i�
Q
a
2
U
W
0
0
C
N
'd-
P� IP �
J