12-591-0152
m
11
1<
2
9
a
0
101
N
Ono
I 1 1 2 1 :3 1 4 - I `5 1 6
7
BEAM SCHEDULE
MARK
TP
EOLEV.
SIZE
W x H
REINFORCING
TIES OR STIRRUP
REMARKS
"B"
"T"
licit
PfElp
"Dpj
"I"EAFACE
NO.
TYPE
SPACING EA ENE
RB-1
8,X18"
2# 5
2# 5
2 # 5 CONT.
4 #6 IN 4, GROUT-FILLED CELLS
MONOLITHIC
3
C)
7-1/2"
8# 5
RB-2
+8'-4"
8'X18"
2# 5
2# 5
III
EL. SEE PLAN
3
F-36
7-1/2"
4# 6
4# 6
HILTI NDA 01'I00L03) W1 4 MIN. EMBEDMENT N
SEE SECTIONS
1/S-3
TE.
CONT.X 8" X 8" MIN.
1
1 # 5
THICKENED EDGE
MdAk
OR GROUT FILLED CELLS. IN CASE WINDOW/ DOOR 16 TO BE CONNECTED
PLATE DETAIL.
CONC. is You O.C.
BASE PLATE (SEE SCHEDULE)
DIRECTLY INTO SUPPORTING STRUCTURAL ELEMENT, (SEE KOA) ANCHOR
FOR NEW
ENCASE COL IN
c%Ty oF- sam" m"Aw
SIZE, SPACING AND PENETRATION INTO SUPPORTING STRUCTURAL
TB-1
NON- SHRINK GROUT AS FEQ'D
8"x 12"
2#5
CONT.
2#5
CONT.
L J
3
0
4 0 12" 0 CORNERS,
BAL. @ 48"
DROP OVER OPN'G, ADD 2 # 5 BOTTOM.
WHEN DEPTH EXCEEDS 36- ADD #4 @ 12-
"1" BARS EA. FACE
PROVIDE 2 # 5 BENT AT CORNERS W/ 2 LEGS
OF 30m LONG EACH
-- A—T— I A — A— —1 A fi4111
V BARS (TOP OVER EACH SUPPORT) WHERE BARS DIFFER N TWO
ADJACENT SPANS AT A COMMON SUPPORT, THE LARGER 5AI;ro
SCHEDULED SHALL BE USED.
TOP CONT. (CONTINUOUS TOP 5AI;ro) LAP IN MIDDLE
1/3 OF SPANS WHERE REQUIRE[). 21
GREATER OF GREATER OF CL.
V3 Ll OR 1/3 L2 L3 OR 1/3 L2 1-1 — A r---- . I
. wtT_ I A-11 4- 1 411 —
$' WIDE BEAMS FROM FACE OF SUPPORT
NOTES: LI L2
L V INDICATES THE LARGER OF ADJACENT SPANS. IV BARS
2. WHERE BOTTOM BARS ARE INDICATED AS CONTINUOUS
WITH ADJACENT SPANS, SPLICES, WHERE NEEDED, SHALL
BE MADE IN THE END 1/3 OF SPAN WITH 24 DIA LAP.
3. '1' 5AF;ro AS SCHEDULED SHALL BE PLACID EACH SIDE OF BEAM.
SPLICE T BARS AT SUPPORTS W/ 30 BAR DIAM. LAP SPLICES
'F' BARS
8
COLUMN SCHEDULE
MARK
SIZE
REINFORCEMENT
REMARKS
VERTICAL
CLOSED TIES
SC
8" x 8"
4 # 4
#3 @ 8-
SEE TYPICAL STMER
COLUMN DETAIL
TC
1
8" X 12"
4 # 5
#3 @ 8-
EA`KWIK BOLT [in
WF-16M
CONT. X 12" X 16"
# 3 @ 24-
2 # 5 CONT.
4 #6 IN 4, GROUT-FILLED CELLS
MONOLITHIC
F-40
a2
#6 IN 2 GROUT-FILLED CELLS
8# 5
LOAD BEARING: CMU WALL FOR REIN, $12
4 SPACING SEE MAN 4 SCHEDULE
2x12 PT WOOD BUCK Wo/ 5/8" DIA KUK BOLT 11' BY
I P.T.
# 5 @ 48', U.O.N.
Lu 34v
FOOTING SCHEDULE
MARK
SIZE
L x W x THICKNESS
REINFORCEMENT
REMARKS
BOTTOM
TOP
SHORT BAR
LONG BAR
SHORT BAR
LONG BAR
WF-16
CONT. X 12" X 16"
BEAM
2 # 5 CONT
CONC. SLAB
EA`KWIK BOLT [in
WF-16M
CONT. X 12" X 16"
# 3 @ 24-
2 # 5 CONT.
MONOLITHIC
F-40
4'-0" X 4'-0" X 12"
8# 5
8# 5
LOAD BEARING: CMU WALL FOR REIN, $12
4 SPACING SEE MAN 4 SCHEDULE
2x12 PT WOOD BUCK Wo/ 5/8" DIA KUK BOLT 11' BY
I P.T.
SEE SECTIONS
1/S-3
Lu 34v
III
EL. SEE PLAN
F-36
3'-6n X 3'-6" X 12"
4# 6
4# 6
HILTI NDA 01'I00L03) W1 4 MIN. EMBEDMENT N
SEE SECTIONS
1/S-3
TE.
CONT.X 8" X 8" MIN.
1
1 # 5
THICKENED EDGE
-TYPICAL
BEAM REINIF. PLACING DIAGRAM
N. T. S.
w-jow,
WELDED HEADED
ANCHOR
W/ SE
2" DIA STANDARD GALV. WASHER 6
FCONC.
BEAM
CONC. SLAB
EA`KWIK BOLT [in
_7 0 L (SEE SCHEDULE)
C60LID
II
( II
(REINF NOT SHOWN)�
FILLED V CONC.
2x(o P.T. WOOD E= CONNECTED TO WALL W/ 1/4' DIA'7APCON"
LOAD BEARING: CMU WALL FOR REIN, $12
4 SPACING SEE MAN 4 SCHEDULE
2x12 PT WOOD BUCK Wo/ 5/8" DIA KUK BOLT 11' BY
I P.T.
Lu 34v
III
EL. SEE PLAN
SCREWS (NDA 03-0114D3) 0 12" O.C. W/ 13/4" MIN. EMBEDMENT IN CONC.
HILTI NDA 01'I00L03) W1 4 MIN. EMBEDMENT N
m
VAPOR BARRIER
1112-
1
1 11/2' 1 WEEP HOLES
31
TS FILLED SOLID
W/ CONIC. GROUT
MdAk
OR GROUT FILLED CELLS. IN CASE WINDOW/ DOOR 16 TO BE CONNECTED
PLATE DETAIL.
CONC. is You O.C.
BASE PLATE (SEE SCHEDULE)
DIRECTLY INTO SUPPORTING STRUCTURAL ELEMENT, (SEE KOA) ANCHOR
FOR NEW
ENCASE COL IN
c%Ty oF- sam" m"Aw
SIZE, SPACING AND PENETRATION INTO SUPPORTING STRUCTURAL
BUILOING ID M-T-
NON- SHRINK GROUT AS FEQ'D
ELEMENT AS PER MIAMI DADE NDA (TWRU A N P.T. WOOD BUCK)
CONIC. BELOW SLAB
L J
EL. SEE MM
IB I UILOING 3V.C1nCN
AS SHOWN
III
SEE SCHED FOR TOP
LOAD BEARING CMU WALL FOR REIN. 6171:
SEE SOIL STATEMENT
I I
I I
BARS IF APPLICABLE
4- 3/4'DIA. ANC-I. BOLTS
A
4 SPACING SEE PLAN 4 SCHEDULE
SUPPORTING STRUCTURAL ELEMENT TO BE A
X P -4' LONG
r
I
FTG, SEE MAN AND
A
SCHEDULE
CONCRETE COLUMN! TIE COLUMN OR
SUPPORTING STRUCTURAL ELEMENT TO BE A
OK
COL 4 FrG. SEE SOIL
STATEMENT
REINF-ORCE0 GROUT FILLED CELLS. (SEE
CONCRETE COLUMN! TIE COL" OR
STEEL
EDGE
DISTANCE
PLANS AND SCHEDULES)
RENFORCED GROUT FILM CELLS. (SEE
•
:A
PLANS AND SCHEDULES)
TYPICAL
WINDOW
DOOR
k 4
;A
oruni^
A
I A n A
^11" r%^^n
N.T.S. BUCK DETAIL
N.T.S.
STD. NO.S LADDER-TYPE
GALY. STEEL JOINT REIN. 0
DRILL 61 NTO EXIST. CONC. BEAM EVERY COURSE BELOW GRADE AND
kABOVE AND GRADE 5EAM/FTGL BELOW e EVERY OTHER COURSE ABOVE
AND SET 201 X 4'-0' DOWELS IN GRADE. EXTEND REIN. *MIR
EPDXY ADHESIVE SAW AND CAREFULLY REMOVE OF 4' NTO TIE COLUMNS.
I INTERIOR FACE AND WEB OF EXISTING
• CMU (8"xW NOMNAL)
DRILL (ol INTO EXIST. GRADE BEAM
ABOVE AND FIG. BELOW AND SET
15xV-0' D XIEL N EPDXY ADHESIVE N GROUT- FILLED CELL i FOR REINF. N GROUT-FILLED CELL, SEE
$' LOAD - BEARINGS CMU WALL,
MST. M WALL
TYPICAL TIE COL.
DETAIL AT EXIST.
MASONRY WALL I 04612'ra/c TOPx
(TYP.) SEE PLAN.
SCALE 1 le - 1' -on WELDED 30' (MIN)
EXIST. 8" CM WALL EL. V-ol WIRE FABRIC
G.G. - FIELD VERIFY ALL EXISTING TD SLAB
FILLED CELL TIE DOWNS *0 TIE TYPICAL TIE DOWNZ FILLED x !-7 t7=*x it, Y,
X 4C
COLftS THROUGHOUT EXIST GS TO . EL. .01-81
-4
RESIDENCE. REPORI FINDIN CELL DETAIL AT EXISTING TD GRADE
ENGINEER BEFORE PROCEEDING.
MAqnNRY W A I I
SEE SCHEDULE FoR
SCALE 1/4i" - 1' -0m
2 I 3 4 I 5
I REINFORCEMENT.
WIDTH
SCHEDULE NOTE: SLAB REW10RCEMENT SHALL BE
'
MIWOR, ING ' G 546 REFER
TYPICAL. SECTION THRU,
EXTERIOR' MONOLITHIC FOOTING,
SCALE: N.T.S.
(SEE PLANS FOR SIZES AND LOCATIONS)
6 I 7 I 8 I 9
10
11 12 13 14
ZTUT74p7f
3/4' z 1'-0'
N-
w-jow,
WELDED HEADED
ANCHOR
W/ SE
*1+-4
FCONC.
BEAM
CONC. SLAB
_7 0 L (SEE SCHEDULE)
C60LID
II
( II
(REINF NOT SHOWN)�
FILLED V CONC.
Lu 34v
III
EL. SEE PLAN
m
VAPOR BARRIER
1112-
1
1 11/2' 1 WEEP HOLES
31
TS FILLED SOLID
W/ CONIC. GROUT
MdAk
TOP CAP
PLATE DETAIL.
BASE PLATE (SEE SCHEDULE)
4
.
FOR NEW
ENCASE COL IN
c%Ty oF- sam" m"Aw
4
BUILOING ID M-T-
NON- SHRINK GROUT AS FEQ'D
CONIC. BELOW SLAB
L J
EL. SEE MM
IB I UILOING 3V.C1nCN
AS SHOWN
SEE SCHED FOR TOP
,i,qovEo 8"',
SEE SOIL STATEMENT
I I
I I
BARS IF APPLICABLE
4- 3/4'DIA. ANC-I. BOLTS
L
X P -4' LONG
r
I
FTG, SEE MAN AND
A
SCHEDULE
A
CL.
COL 4 FrG. SEE SOIL
STATEMENT
TYP.
STEEL
COLUMN TO-
6- 4"
ZTUT74p7f
3/4' z 1'-0'
1-5/6,
WELDED HEADED
ANCHOR
*1+-4
FCONC.
BEAM
II
( II
�
II
3m, v ICI
'A
1
1
C-
.*\�TOP 41- PLATE
TS FILLED SOLID
W/ CONIC. GROUT
TOP CAP
PLATE DETAIL.
4
.
FOR NEW
CQNC. BEAM
c%Ty oF- sam" m"Aw
4
BUILOING ID M-T-
3/4' z 1'-0'
IB I UILOING 3V.C1nCN
,i,qovEo 8"',
G
-TI INTO EXIST
FOOTING
- " ,
5LOC< UFEX15TING OFENING [DETAIL qi
SCALE: 3/4" = Vt-Or
iJ
ENGI A
N
.Tr,! R-W E�- �ANCO
I
A
44TH LANE,
APT. =5
PH: (786) 294_ _032 �
II I 12 13 14 P 15
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4.
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HI
-TI INTO EXIST
FOOTING
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5LOC< UFEX15TING OFENING [DETAIL qi
SCALE: 3/4" = Vt-Or
iJ
ENGI A
N
.Tr,! R-W E�- �ANCO
I
A
44TH LANE,
APT. =5
PH: (786) 294_ _032 �
II I 12 13 14 P 15