14-576-008w
J
m
a
u
0
I
REINFORCEMENT
4 # 5
STIRRUPS # 3 FROM
SUPPORTS, FIRST 12 @
4" BALANCE @ 12" O.C.
TIE BEAM TB -1
SCALE 1- 1/2 " =1' -0"
REINFORCEMENT
4 # 5
STIRRUPS # 3 FROM
SUPPORTS, FIRST 12 @
4" BALANCE @ 12" O.C.
TIE BEAM TB -2
SCALE 1- 1/2" =1' -0"
PROPOSED 8 "x1:
CONCREI
RAKE -BEAM (TB
T.O.B.= VARIABLE SE
DETAIL "S -.'
0
I
0
1
N
REINFORCEMENT
4 # 5
STIRRUPS # 3 FROM
SUPPORTS, FIRST 12 @
4" BALANCE @ 12" O.C.
TIE BEAM TB - 3
SCALE 1- 1/2" =1' -0"
REINFORCEMENT
4 # 6
REINFORCEMENT
4 # 5
STIRRUPS # 3 FROM
SUPPORTS, FIRST 12 @
4" BALANCE @ 12" O.C.
TIE BEAM TB-4
SCALE 1- 1/2 " =1' -0"
d-
N
REINFORCEMENT
4 # 6
REINFORCEMENT
4 # 5
STIRRUPS # 3 FROM
SUPPORTS, FIRST 12 @
4" BALANCE @ 12" O.C.
TIE BEAM TB -5
SCALE 1- 1/2 " =1' -0"
PROPOSED (1) #3 AT
EACH NOSING
N
PROPOS
CONCRE
PAVE
...�• off
4' -0"
1' -0" 3' -0"
SIZE
REINFORCING SCHEDULE
• ° e ° ° e a
d
d 'w
° C
d ° a
O °
d a
1 =1 I 1 =1 I �-
-
I —i I i —III —I ICI I r�
—,, —, -
1' -1" 2' -11"
4' -0"
PROPOSED 6"
6" EMBEDMENT USING
•- - 3/4 "0 BIT AND USE
EPDXY HILTI HY -150 NEW PRE - FABRICATED
TRUSSES @ 24" O.C. SEE
ROOF PLAN SHEET S -3
a
e � d
• N NEW CONC. BEAM TB -4
d � �
PROPOSED NEW ROOF CRICKET
d SEE ROOF PLAN SHEET S -3
a
G da d
PROPOSED #5 @ 12" O.C.
ANCHORED BACK TO EXISTING
CONCRETE FOOTING AT EACH END
COMPACTED FILL PROPOSED #5 @ 8" O.C.
TYPICAL STAIR SECTION "B /S - 0"
SCALE: 3/4" =1' — 0"
BEAM SCHEDULE
SIZE
REINFORCING SCHEDULE
MARK
GENERAL REMARKS
W
H
TOP
BOTT
MID.
TIES
SPACING
NOTES
FROM SUPPORTS FIRST 12
I
TB -1
8"
VAR
2 #5
2 #5
#3
@ 4" BALANCE @ 12" O.C.
T.O.B.= VARIABLE
TB -2
g»
12"
2 #5
2 #5
#3
FROM SUPPORTS FIRST 12
@ 4" BALANCE
T.O.B.= 8' -2"
@ 12" O.C.
TB -3
8"
12"
2 #5
2 #5
#3
FROM SUPPORTS FIRST 12
@ 4" BALANCE
T.O.B.= 10' -6"
@ 12" O.C.
TB -4
8"
24"
2 #6
2 #6
#5
#3
SUPPORTS IRST 12
4M
T.O.B.= 10' -6»
2
@ BA LA @F12" O.C.
TB -5
8"
28"
2 #6
2 #6
2 #5 #3 @
FROM
BALANCE @FIRST012
T.O.B.— 10' -6"
TB -6
8"
16"
2 #5
2 #5
#3
FROM SUPPORTS FIRST 12
T.O.B.= 8' —O"
@ 4 BALANCE @ 12 O.C.
45' -8 1/2" 23' -4"
PROPOSED FIRST FLOOR BEAM PLAN
SCALE: 1/4 "= 1' -0"
PROPOSED 8 "x12"
CONCRETE BEAM
(TB -3) T.O.B.= 10' -6"
SEE DETAIL "C /S -3"
EXIST. GIRDER J
TO REMAIN.
PROPOSED NEW METAL CONNECTOR
@ EACH EXIST, TRUSS. SEE
HURRICANE STRAPS CONNECTORS
SCHEDULE SHEET S -3 -
PROPOSED (2)2x10 P.T. SOUTHERN
PINE GR. #2 LEDGER SECURED TO
BEAM AND WALL WITH 5/8"0
EXPANSION BOLTS @ 12" O.C. MIN.
5" EMBEDMENT (TYP.) -
EXIST. CONC. BEAM TO REMAIN.
EXIST. CONC. SLAB
TO REMAIN.
#5 DOWELS @ 12" O.C.
DRILL USING 3/4 "0 BIT &
SET IN STRUCTURAL EPDXY
MIN. 6" EMBEDMENT
PART OF EXISTING
TRUSS TO BE CUT
PROP.
AC SOFFIT
NEW 4" CONC.
SLAB OVER EXIST.
CONC. SLAB
ROUGHEN SURFACE OF
EXISTING SLAB & USE
BONDING AGENT PRIOR
TO CONCRETING
EXIST. CONC.
FOOTING TO REMAIN.
EXISTING TO PROPOSED
REMAIN ADDITION
1 #MAIN "Z"
PER EACH
MAIN REINF. BAF
36" OVER
REFER TO TIE BEAM
SCHEDULE FOR
CONTINUOUS
REINFORCEMENTS.
SECTION 211ZS -2"
SCALE: 1 / "= 1' -0"
TIE BEAM
REFER TO TIE BEAM
SCHEDULE FOR
CONTINUOUS
REINFORCEMENTS.
CONC COLUMN
AS PER
PLAN /SCHEDULE
TYPICAL TIE BEAM CHANGE
ELEVATION DETAIL
SCALE 3/4 " =1' -0"
;. w PT lltii,
lNT10
1 #MAIN CORNER BAR PER
MAIN REINFORCEMENT, USE 36
BAR DIAMETER BUT NOT LESS
THAN 36" SPLICE
TIE BEAM
REFER TO TIE BEAM
SCHEDULE FOR
CONTINUOUS
REINFORCEMENTS.
ry. fit: �,r` �� L ► /�``- .•,•.` -.
TYPICAL TIE BEAM CORNER DETAIL
SCALE: N.T.S.
LMU Engineering, LLC
19460 SW 2nd STREET
PEMBROKE PINES, FL 33029
T.305.804.8819 F.954.447.5162
lulloa @lmuengineedng.com
CA# 27403
639
cr
*•
LUIP M. ULLOA, P.E.
CIVI \STRUCTURAL ENGINEER
STATE OF FLORIDA LIC.# 63909
CONSULTANTS:
PROJECT
ADDITION AND
DRIVEWAY
6201 SW 80 STREET
MIAMI, FL 33143
CLIENT INFORMATION:
AGUDELO ARCHITECT P.A.
GERMAN AGUDELO
4841 NW 107 COURT
DORAL, FL 33178
Phone: (786) 738 -8236
ISSUE DATE
PERMIT SET 03 -10 -14
BEAM PLAN,
SCHEDULE, AND
DETAILS
DRAWN BY: PROJECT*
AD 01-JA-14
CHECKED BY: SCALE:
LU AS NOTED
DRAWING:
S -2