07-1416-021CONC. BEAM
PER PLAN
STANDARD HO
8" CMU WALL
PER PLAN
WALL VERT. B
PER PLAN
8" 8"
MIN. WINDOW /DOOR MIN.
EA ROUGH OPENING SEAT
2" o/c
CAST —IN —PLACE CONCRETE LINTEL DETAIL
SCALE: N.T.S.
IV
_
n
V N tJ.
1. LINTELS DESIGNED TO CARRY CONCRETE BLOCK OR LIGHTER WALL
CONS K N ONLY.
2. IN S ARE DESIGNED TO CARRY RUNNING BOND CONSTRUCTION ONLY.
CMU LINTEL DETAILS
SCALE: N.T.S.
0
I
#4 CON T.
COMPACTED SOIL
SLAB EDGE DETAIL
SCALE: N.T.S.
#4F DOWELS
®24"
4" SLAB ON GRADE
REINF. PER PLAN
VAPOR BARRIER
M UFACTUR
BRG.
8' -0"
MAX. LEAR
BRG.
VU I tJ:
1. LIN LS TO 75/8E AST AS MANUFACTURED BY CAST - CRETE.
TA A. FL., MI .06- 0222.01.
2. CON RETE: 350 T.
EINF CING: T 60.
3. L TELS A E ASONRY OR LIGHTER WALL CONSTRUCTION ONLY.
4. LIN S ARE T DESIGN TO CARRY ANY FLOOR OR ROOF LOAD.
5. L AR DESIGNED TO CARRY RUNNING BOND CONSTRUCTION ONLY.
T \/ M If-% A I M M 17- /-% A C` T A I M 1- T 1- I I A I T 1- I C` r a n
MASONRY WALLS
3" (TYP.)
NOTE 3
SUPP. SUPP.
TYPICAL CONCRETE BEAM DETAIL
SCALE: N.T.S.
SLAB THICKNESS
(SEE PLAN) REINF. PER PLAN
• W Z W Z
0. .ti a
VAPOR COMPACTED
BARRIER SOIL
3" OR LESS
TYPICAL SLAB ON GROUND DEPRESSIONS
SCALE: N.T.S.
i
® BARvLOCATION, P.
EXTERIOR WALL CORNER
IITIONAL VERTICAL
IS (PER PLAN)
N.T.S.
VERTICAL REINF.
PER PLAN
SLAB THICKNESS REINF.
(SEE PLAN) PLAN
10 MIL VAPOR--'
BARRIER
TYPICAL SLAB
CONCRETE
SLAB -ON -GRADE
Cf/4 (1" MIN.)
Joe Greenberg
PE / "= Inc.
285 Sevilla Avenue
;CaraI Gables, FL
^ „ ^„ AA -2982
A ACT
L Architecture
ND DETAIL Interior Design
Planning
ILL WITH SEALANT Construction Mgt.
:3
10 MIL VAPORS ,� REINF. PER PLAN
IER
COMPAC D EART
SAWE J 0 1 SHALL BE SAWCUT WITHIN 12 HOURS OF CONCRETE
M OR AS SOON AS CUTTING CAN BE DONE SUCH THAT
THE B DE DOES NOT DISLODGE AGGREGATE AND THE EDGES OF
THE UT DO NOT RAVEL. MAX. SPACING OF CUTS TO BE 20' -0"
A MAX. AREA OF 256 SO. FT. UNLESS OTHERWISE NOTED.
TH RU SAWCU T JOINT
TYPICAL SLAB ON GRADE DETAILS
SCALE: N.T.S.
`—VERTICAL REINF.
PER PLAN
EXTERIOR WALL END
N.T.S.
VERTICAL REINF.
PER PLAN.
REINFORCE CELLS AT WALL ENDS
SOLID
NG ID GROUTED CELLS
® BAR LOCATION, TYP.
OPENI SPACING PER PLAN
ID C1 I
REINFORCE FIRST TWO CELLS ADJACENT TO OPENINGS (TYP.)
EXTERIOR WALL OPENING
N.T.S.
TYPICAL MASONRY WALL VERTICAL REINFORCEMENT
SCALE: N.T.S.
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.
8"
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
0
�i
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.
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
1 DEC. 10, 2007
drawn by
SP
checked by
DC
sheet title
TYPICAL SECTIONS
AND DETAILS
sheet number
S -4
STRUCTUR ENGINEER
PE�51ME� CMNCA
I'120FESSIONf4, N61N��I2 : � f �a _ .4
2225 SW I J r, 499
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