05-1525-007lif
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CANTILEVER TOP BAR5
U
CANTILEVER "L"
0.30 (L -1)
OR CANTILEVER
(3' -G" MIN.)
UUNU. UULUMN DurrUK1 (IM)
NOTES:
1. WHERE NECESSARY, CONTINUOUS TOP BAR5 SHALL BE
LAPPED 30 BAR DIAMETER IN MIDDLE 1/3 OF SPAN
2. 5PL-ICE BOTTOM BAR5 AT 5UPPORT5 W/ 30 BAR
DIAMETER LAP SPLICES WHERE NEEDED.
3. 5PLICE "5" BAR5 AT 5UPPORT5 W/ 30 BAR DIAMETER
LAP SPLICES WHERE NEEDED.
EXTEND
@ 12" O.C. (MAX). 8„ 8"
ADD 2 #5
BOTT. BARS
DROP IN BEAM DETAIL
N.T.S
C.B.5. - BLOCK
8 "X 8 "X IG"
MORTAR SHALL COMPLY
W/ A5TM C -270
SLUMP 5" MIN. - 8" MAX.
COLUMN
0.30 L- I , 0.30 L -2 w
WHICHEVER IS GREATER u
(3' -G" MIN.) (3' -G" MIN.)
U
DROP IN BEAM
ELEVATION.
0.30 L -2
(3' -G" MIN.)
"E" BAR OVER EXTERIOR SUPPORT
I FFT r)P I?Ir_HT STn C rn HnrlIC�
TYP. BEAM BAR LAYOUT
SCALE: N.T.S.
# 3 5TIRRUP5 @ 4" O.C. FROM BEND.
AND @ 12" O.0 THERE AFTER
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00
�1h11
T��CoNS I
Cr>uG • T 1�. __
12" X&- CONC. (TB)'-)
4 #5 VERTICAL •
J. REINFORCEMEN
12" X 8" (TC)
7'�-# 3 5TIRRUP5 @ 12" O.0
TIE BEAM (TB) TIE COLUMN..(TC) -
N.T.S.
DUROWALL LADDER TYPE HORIZONTAL
REINFORCING EVERY OTHER COUR5E (I G ")
EXTEND 4" INTO CONC. COLUMN.
�
—
i
-
TI ES
EXTEND
@ 12" O.C. (MAX). 8„ 8"
ADD 2 #5
BOTT. BARS
DROP IN BEAM DETAIL
N.T.S
C.B.5. - BLOCK
8 "X 8 "X IG"
MORTAR SHALL COMPLY
W/ A5TM C -270
SLUMP 5" MIN. - 8" MAX.
COLUMN
0.30 L- I , 0.30 L -2 w
WHICHEVER IS GREATER u
(3' -G" MIN.) (3' -G" MIN.)
U
DROP IN BEAM
ELEVATION.
0.30 L -2
(3' -G" MIN.)
"E" BAR OVER EXTERIOR SUPPORT
I FFT r)P I?Ir_HT STn C rn HnrlIC�
TYP. BEAM BAR LAYOUT
SCALE: N.T.S.
# 3 5TIRRUP5 @ 4" O.C. FROM BEND.
AND @ 12" O.0 THERE AFTER
I� •�
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O
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�1h11
T��CoNS I
Cr>uG • T 1�. __
12" X&- CONC. (TB)'-)
4 #5 VERTICAL •
J. REINFORCEMEN
12" X 8" (TC)
7'�-# 3 5TIRRUP5 @ 12" O.0
TIE BEAM (TB) TIE COLUMN..(TC) -
N.T.S.
DUROWALL LADDER TYPE HORIZONTAL
REINFORCING EVERY OTHER COUR5E (I G ")
EXTEND 4" INTO CONC. COLUMN.
L
5/8 "" PLYWOOD 5HEATHING NAILED TO RAFTERS @ G" O.C.
W/ I Od NAIL5, 5HEATHING TO BE COVERED
W/ 43# BASE SHEET T.C., COV. W/ 2 -PLY FIBERGLA55 HOT MOPPED
TOPPED W/ ALUM. COATING OR CAP SHEET
I " SLOPE PER FT. D'C� �`� ✓���
- - ✓3" x 3" 2G GA. MTL. SAVE DRIP
^V&;7^ J ^p/��5j/5 r ^$" @ 24" O.C. I ° x 2" WD. BLOCKING
A/z/
N 5. BATT (R 19) —�
' I
1/2" GYP. BD. ON
I " x 3" WD. FURR.
5TRIP5 @ 24" O.C.
I" x 4" P.T. WD.
FIRE5TOP
1 /2" GYP. BD. APPLIED
TO I " x 2" P.T. FURR.
5TRIP5 @ 24" O.C. 1
R -5.0 IN5UL. BETW. STRIPS
WD. BA5EBD.
112" EXP. JT.
4" THK. CONC. SLAB
W /G"•xG "x #10WWM ON
G MIL. POLYETHYLENE
VAPOR BARRIER
/
COMPACT FILL TO
95% PROCTOR
I ' -0'
O.H. 2" x 12" P.T. WD. FACIA
30# FELT * MTL. RIB. LATH
COV. W/ EXT. STUCCO
3 "X22" VENT $ INSECT
SCREEN @ 48" O.C.
NOTE: PROVIDE (2) #5 x GO" LONG BENT
CORNERS (30" EA. WAY)
CONTINUITY
5"x 12" CONC. TIE
BM. W/ (4) - #5 t
#3' 48" O.C. NOTE:
15t (4) - #3' TO BE @
12" O.C. @ CORNERS
REINF. MASONRY .
5TL. BEYOND
EXT. 3/4" STUCCO
N. GRADE
z
MAX. DENSITY , '' j' :..r•
I G "X 12" W12 #5 CONT. ° ' • • . • ' '.
�)' MIN. CLEAR
REQ'D.(TYP).
TYP. WALL SECTION
WALL HORIZONTAL REINFORCEMENT
N.T.S
RODRIGO H. CADAVID P.E.
CIVIL AND STRUCTURAL ENGINEER
PE # 0039415
13285 S.W. 124 ST, SUITE #14
MIAMI, FLA 33186
PH: (305) 385 -5220
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PROPOSED NEW ADDITION & REVISIONS
FOR: Mr. & Mrs.:GONZALES
7861 S.W. 68 th AVE4.,MIAMI, FL. 33143
STRUCTURCA.-.1i....... PLAN
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5/8 "" PLYWOOD 5HEATHING NAILED TO RAFTERS @ G" O.C.
W/ I Od NAIL5, 5HEATHING TO BE COVERED
W/ 43# BASE SHEET T.C., COV. W/ 2 -PLY FIBERGLA55 HOT MOPPED
TOPPED W/ ALUM. COATING OR CAP SHEET
I " SLOPE PER FT. D'C� �`� ✓���
- - ✓3" x 3" 2G GA. MTL. SAVE DRIP
^V&;7^ J ^p/��5j/5 r ^$" @ 24" O.C. I ° x 2" WD. BLOCKING
A/z/
N 5. BATT (R 19) —�
' I
1/2" GYP. BD. ON
I " x 3" WD. FURR.
5TRIP5 @ 24" O.C.
I" x 4" P.T. WD.
FIRE5TOP
1 /2" GYP. BD. APPLIED
TO I " x 2" P.T. FURR.
5TRIP5 @ 24" O.C. 1
R -5.0 IN5UL. BETW. STRIPS
WD. BA5EBD.
112" EXP. JT.
4" THK. CONC. SLAB
W /G"•xG "x #10WWM ON
G MIL. POLYETHYLENE
VAPOR BARRIER
/
COMPACT FILL TO
95% PROCTOR
I ' -0'
O.H. 2" x 12" P.T. WD. FACIA
30# FELT * MTL. RIB. LATH
COV. W/ EXT. STUCCO
3 "X22" VENT $ INSECT
SCREEN @ 48" O.C.
NOTE: PROVIDE (2) #5 x GO" LONG BENT
CORNERS (30" EA. WAY)
CONTINUITY
5"x 12" CONC. TIE
BM. W/ (4) - #5 t
#3' 48" O.C. NOTE:
15t (4) - #3' TO BE @
12" O.C. @ CORNERS
REINF. MASONRY .
5TL. BEYOND
EXT. 3/4" STUCCO
N. GRADE
z
MAX. DENSITY , '' j' :..r•
I G "X 12" W12 #5 CONT. ° ' • • . • ' '.
�)' MIN. CLEAR
REQ'D.(TYP).
TYP. WALL SECTION
WALL HORIZONTAL REINFORCEMENT
N.T.S
RODRIGO H. CADAVID P.E.
CIVIL AND STRUCTURAL ENGINEER
PE # 0039415
13285 S.W. 124 ST, SUITE #14
MIAMI, FLA 33186
PH: (305) 385 -5220
i • `c,
�0,.',;L�Et��'
- fl
- •t
n
�4p
�rf
Q
W
.w
r'
M
' a
r
r�
•4I
a
S=2
h A �
4•
�• r
fx•. � Y
s •
s
rf .
PROPOSED NEW ADDITION & REVISIONS
FOR: Mr. & Mrs.:GONZALES
7861 S.W. 68 th AVE4.,MIAMI, FL. 33143
STRUCTURCA.-.1i....... PLAN
x•
np , Y
R
t�
.•It
i
r