07-1416-022CONC. BEAM
PER PLAN
-A SEE P
STANDARD HO
8" CMU WALL
PER PLAN
WALL VERT. B
PER PLAN
8" 8"
MIN. WINDOW /DOOR MIN.
EA ROUGH OPENING EA
2- o/c
CAST —IN —PLACE CONCRETE LINTEL DETAIL
SCALE: N.T.S.
7%"
^� 2 - #5
CENTERED
MAXIMUM 8' -0" SPAN
NOTES:
1. LINTELS ARE DESIGNED TO CARRY CONCRETE BLOCK OR LIGHTER WALL
CONSTRUCTION ONLY.
2. LINTELS ARE DESIGNED TO CARRY RUNNING BOND CONSTRUCTION ONLY.
CMU LINTEL DETAILS
SCALE: N.T.S.
T.O. BEAM
SEE PLAN
WO
x 10" HILTI
KWIK
BOLT EXPANSION
ANCHORS 0 36" O.C.
2x8
CONT. PT
SILL
PLATE
n1 TYPICAL SILL DETAIL
U% SCALE: N.T.S.
B" BEAM
PER PLAN
3' -0"
#4F-DOWELS
024"
4" SLAB ON GRADE
REINF. PER PLAN
6Iz
#4 CONT.
VAPOR BARRIER
COMPACTED SOIL
SLAB EDGE DETAIL
SCALE: N.T.S.
PER MANUFACTURER
co L
n
8" 8' -0" 8"
BRG. MAX. CLEAR OPN'G BRG.
NOTES:
1. LINTELS TO BE 7%" WIDE, PRECAST AS MANUFACTURED BY CAST - CRETE,
TAMPA, FL., MIAMI -DADE NOA No.06- 0222.01.
2. CONCRETE: 3500 PSI NORMAL WT.
REINFORCING: ASTM A615 GRADE 60.
3. LINTELS ARE DESIGN TO CARRY MASONRY OR LIGHTER WALL CONSTRUCTION ONLY.
4. LINTELS ARE NOT DESIGN TO CARRY ANY FLOOR OR ROOF LOAD.
5. LINTELS ARE DESIGNED TO CARRY RUNNING BOND CONSTRUCTION ONLY.
TYPICAL PRECAST CONCRETE LINTELS FOR
MASONRY WALLS
3" (TYP. )
NOTE 3
SUPP. SUPP.
TYPICAL CONCRETE BEAM DETAIL
SCALE: N.T.S.
SLAB THICKNESS
(SEE PLAN) REINF. PER PLAN
6'
-.. W 2
.. W Q
<•4
a V) _J
VAPOR COMPACTED
BARRIER SOIL
( 3" OR LESS
TYPICAL SLAB ON GROUND DEPRESSIONS
SCALE: N.T.S.
0 BAR LOCATION, TYP.
EXTERIOR WALL CORNER
N.T.S.
�ITIONAL VERTICAL
'S (PER PLAN)
SLAB THICKNESS
10 MIL VAPOR --� `– COMPACTED
BARRIER SOIL
TYPICAL SLAB ON GROUND DETAIL
CONCRETE— �» FILL WITH SEALANT
SLAB -ON -GRADE
t/4 (1" MIN.)_
10 MIL VAPOR REINF. PER PLAN
BARRIER
COMPACTED EARTH
NOTE: SAWED JOINT SHALL BE SAWCUT WITHIN 12 HOURS OF CONCRETE
PLACEMENT OR AS SOON AS CUTTING CAN BE DONE SUCH THAT
THE BLADE DOES NOT DISLODGE AGGREGATE AND THE EDGES OF
THE CUT DO NOT RAVEL. MAX. SPACING OF CUTS TO BE 20' -0"
WITH A MAX. AREA OF 256 SO. FT. UNLESS OTHERWISE NOTED.
THRU SAWCUT JOINT
TYPICAL SLAB ON GRADE DETAILS
SCALE: N.T.S.
`- VERTICAL REINF.
PER PLAN
EXTERIOR WALL END
N.T.S.
PER PLAN
TYPICAL MASONRY WALL VERTICAL REINFORCEMENT
SCALE: N.T.S.
TY2.
STIRRUP DETAIL
NOTES:
1. Ld = DEVELOPMENT LENGTH - SEE GENERAL NOTES.
2. SEE PLAN NOTES FOR SIZE AND NUMBER OF TOP BARS,
BOTTOM BARS AND STIRRUPS.
3. IF STIRRUP SPACING IS LESS THAN 6 ", PLACE FIRST
STIRRUP y2 SPACING FROM FACE OF SUPPORT. IF BEAM
IS MORE THAN 6" WIDER THAN COLUMN ON EITHER SIDE,
PROVIDE STIRRUPS OVER COLUMN.
4. CONTINUOUS TOP BARS MAY HAVE A CLASS A LAP SPLICE
AT MID SPAN OF BEAM. CONTINUOUS BOTTOM BARS MAY
HAVE A CLASS A LAP SPLICE AT OR NEAR THE SUPPORT.
VERTICAL REINF.
PER PLAN.
REINFORCE CELLS AT WALL ENDS
SOLID GROUTED CELLS
0 BAR LOCATION, TYP.
VERTICAL REINF.
PER PLAN
REINFORCE FIRST CELLS ADJACENT TO OPENINGS (TV.)
EXTERIOR WALL OPENING
N.T.S.
8"
TARING
7
VERT. FULL HEIGHT
OF WALL EA. SIDE OF
OPENING (WITH DOWELS
INTO FTG. TO MATCH)
GROUT CELL SOLID
SEE PLAN FOR REINF.
SIZE AND SPACING
MASONRY
WALL
PROVIDE VERTICAL BAR EA. SIDE OF
OPENING (WITH MATCHING DOWELS INTO
FTG. TO MATCH) GROUT CELL SOLID
TYPICAL LINTEL BEARING DETAIL
SCALE: N.T.S.
J,o �, Gr6j6nb_ r-
Architect, zn.G.
28-5 Bev !l .- Aitenue
Coral - Gables, FL,,
A,A.- ',2982_ -_- -
Architecture
Interior Design
Planning
Construction Mgt.
Joseph Greenberg
N.C.A.R.B.
AR #5953
Registered Architect:
Florida N. Carolina
Georgia S. Carolina
(305) 446 -4354
FAX: 444 -0181
project name
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project number
date
JUNE 15, 2007
revision
drawn by
SP
checked by
DC
sheet title
TYPICAL SECTIONS
AND DETAILS
sheet number
S-4
STRUC�U -R -AL ENGINEER
v.
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2�22� "SqW�
53 ;` 'STATE OF f
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