334 NE 102 St (3)REVISIONS
BY
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C.A.J.
III
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Date: 3 -17 -2000
Scale: AS SHOWN
Drawn: C.A.J.
Job: BEAM DETAIL
Sheet
■
Of 1
Sheets.
REPLACE
EX STING
WOOD STACKED
UpS W TH
STEEL_ COLUMNS
COLUMN 1
EXISTING CONCRETE
REINFORCED BEAM.
INSIDE FLOOR LEVEL
6' - 9 1/2
FLOOR TO BOTTOM
OF WOOD BEAM
1 11:
NEW COLUMNS
SEE DETAILS.
H -VAT 0\ SO,T
SCALE: 1/4" = 1' -0"
COLUMN 2
6x5/8" EXPANS. ANCHOR BOLT.
TWO.
6' -9 1/2
0 0 0 0
SI - - L_ CO
NOT TO SCALE
EXISTING FOOTINGS
-x
s
1/2 "0. @3 "0.
3x3x3/16" PO
7
J
\G S
AB A \D
COLUMN 3
V\S DI
EXISTING SLAB AND TILE FLOORING DECK
0 0 0 0
C.
ST.
LS
REMOVE AND REPLACE BEAM WITH
NEW 4x6 PRESSURE TRATED WOOD.
SEE SUPPORT DETAILS.
EXISTING CORNER FILLED -IN CONCRETE
BLOCK WITH VERTICAL REBAR.
1 /4" STEEL
BASE.
- 00
5x4x1 /4"
90° ANGLE
5/8" BOLT THRU COLUMN
\GS
COLUMN 4
0 0
20" O.C. TYP.
18G RAFTER CLIP, TO
COMPLY WITH SBCCI #9494,
NER #510 AND METRO -DADE
CONTY REP #96 - 0624.01.
EQUAL TO "SEMCO CLP5W.
(6) #8d X1.5 TO RAFTER
(11) #8d X 1.5" TO P
EXISTING SHEETING SHALL BE
REMOVED AND REPLACED BY
NEW 6x1 P.T. ROOF DECK
SLATS, RIM AND GROOVED.
ENTIRE AREA OF FLORIDA
ROOM. (2) #6d AT 18" SPACES.
(ROOFING BY OTHERS ON
�N EXISTING RE- ROOFING PERMIT).
3X6 RAFTER
(NEW DECK)
INSTALL CLIP ON THE
INSIDE FACE OF BEAM.
D AL_ "A"
NOT TO SCALE
KITCHEN
4X6 P.T. NEW BEAM
LIVING ROOM
20' - 1"
FLORIDA ROOM
3X6 RAFTER
(NEW DECK)
%/%4///////,% i / '! %i / % /
-x S1 \G I
SCALE: 1/4" = 1' -O"
BACK YARD.
REPLACE THIS EXISTING BEAM WITH
NEW 4x6 PRESSURE TRATED WOOD.
DA ROD V P
00�
D
REPLACE ALL EXISTING RAFTERS
IN THE FLORIDA ROOM WITH NEW
3x6 PRESSURE TREATED WOOD.
AT 24" ON CENTER SPACING.
BEDROOM
NOT TO SCALE
R
- TA
_A\
COINSTRJCTIO\ \OT
IS
1 ALL. FASTENERS, BRACKETS AND BOLTS SHALL BE GALVANIZED STEEL .
EXPANSION ANCHORS SHALL BE METALLIC GALVANIZED STEEL SELF LOCKING TYPE.
2
SEE: COLUMNS NUMBERS 1 AND 4 FOR BOLT THRU STEEL LONG SHAFT ANCHORS BOLTS.
3 STEAM CLEAN ALL WOOD DEBRIS FROM THEN DEMOLITION OF OLD BEAMS.
CHIP OF WALL IMBEDEMENT TO CLEAN CONCRETE. APPLY EPDXI TO BEAM ENDS BEFORE IMBEDING.
4 EXISTING SLAB AND FOOTING. SHOWN FOR REFERENCE ONLY.
COLUMNS BASES SHALL BE LOCATED AT NO LESS THAN 4" FROM EDGE OF SLAB.
5 SWEEP, CLEAN AND RETRIEVE ALL CONSTRUCTION TRASH FROM SITE.
CONTRACTOR SHALL PROVIDE ITS OWN DEMOLITION AND DEBRIS BIN HAULER.
EXISTING ROOF JOIST
TO REMAIN.
9 J
9
CLEAN OLD WOOD DEB'R S FROV
WALL PENETRAT ON N CHE, EPDXY
AND N BED NEW WOOD BEAM
4 INCHES NTO WALL AT EAC END.
EXISTING WALL
#20d GALV.
NA LS
CLAUCJO i J JRE P.E.
REG. : 1
8421 '02CT.
MIAMI , 33173
(305) 271 -2367
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