07-562-010Y2•
typ.
Y4" thick CDX plywood
sheathing w/ HILTI.3 point
self drilling screws 0 4" c/c
ts6x2x1 /4
6X2X0.25
(2)%" dia X 4" embeded
HILH KWIK bolts
Detail D - Steel Column
311= 1' -0„
C
0
r`
M
A
S.3
H
S.6
G
S.b
C
S.3
8"
existing conc. —�
beam below slab
25' -7" 39' -10"
23' -10"
i
i
F
S:6
I e
I> I
o
e
a0
o
to P �I
o�
TS6X6X5 /16
i (
conc. filled
�■■■ ■■
I
I I
I I
A
S.5
3' -4'1 1
191-10"
I I
EXIST. 12" P.C. JST. Q V -6" o. .
•. exist. 6"
drop
slab
I
1 i
I
I
I
L
exist. slab sloping
I
to center drain
max. increase in slab
i 1
thickness indicated
a
in plans 3%2'
!
max. floor slab
Nthickness
6%2"
i
i
new topping
(see section)
i
i
i I
i I
I i I
I i I
I i
I i
1
I !
1 ! I
I
i I
.�••' ''•�
exist. dbl. joist.
i
. .................... .. ..........■u................... ....... ..........
••••�'�''•••
TS 6 X 6 X /i6
i r,
i
i
III A
i Qa
! TS 6 X 2 X 1/411 provide exterior
framing system
Al typ• under all openings
typical
23' -10"
' °% "' J'- " '73/8' embedment
r (ASTM 193 B7)
12
TS6X6X5/16
conc. filled
Detail C - Steel Column
3" = 1'- at
superimposed load indicated
as design load in this area - 155psf.
UY4 "X 12X12
(see detJ C this sheet)
1 -•3 cont.
0 edge
chip out 6" wide to
along edge core drill
%2" dia. X 3" Ig. holes 0 24" c/c
& set 03 hooked bars in
epoxy
i
i
A2
New Design Loads
Live Load: 50 psf.
Dead load topping: 27.5 psf.
Dead load MISC: 22.5 psf.
new steel
column (centered A
on existing conc. S.5
beam below - V.I.F.)
(2) -•4 (4' -0" Ig.)
diagonal corner bars
0 ea. steel column
!
Al exist. conc.
beam
Section A - Concrete Floor Slab
3" = 1'- 0,.
Third Floor Framing Plan
1 /4" = 1' -0"
level existing
floor w /styrofoam
(as required)
- `— exist. 3" conc.
slab
-exist. exis t. 3%2" max. topping
sloped to drain
Denotes Existing Areas Not Part of this Project Scope
new 3" light weight conc. slab
w/ 2 layers 6 X 6 w1.4 X w1.4
(typical thru -out)
exist. 12" pc. jsts.
Q 4' -6" o.c.
i
exist. conc.
beam
exist. 6"
conc. slab
exist. 8" pc. jsts
0 4'6" o.c.
IBROCKHOUSEI
BROCKHOUSE ASSOCIATES PA
1570 MADRUGA AVENUE PH I
CORAL GABLES, FL. 33146
305 666 2333 ■ FAX 666 2332
I:
1.: 111
ARCHITECTURE ■ INTERIOR DESIGN
PROJECT
A Renovation
For The:
THE CENTER FOR
ARTHRITIS AND
RHEUMATIC DISEASES
6150 Sunset Drive
South Miami, A 33143
305 661 2299
SEAL
t •' ^.� 12- .>
N. OSCAR GONZALEZ, P.E.
CONSULTING STRUCTURAL ENGINEER
P.E. # 31964 STRUCTURAL
11462 S.W. 75 TERR. MIAMI, FLORIDA 33173
305- 596 -4874
SHEET TITLE
FLOOR FRAMING
PLAN & DETAILS
SHEET TITLE REFERENCE
03027- flr3struct.dgn
ALL CONCEPTS, DESIGNS, ARRANGEMENTS, DRAWINGS AND
SPECIFICATIONS ARE OWNED BY. AND ARE THE PROPERTY OF
THIS OFFICE AND WERE CREATED, EVOLVED AND DEVELOPED
FOR USE ON, AND IN CONJUNCTION WITH, THE SPECIFIED
PROJECT. NONE OF SUCH IDEAS, DESIGNS. ARRANGEMENTS
OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON,
FIRM Oi CORPORATION FOR ANY PURPOSE WHATSOEVER
WITHOUT THE WRITTEN PERMISSION OF:
BROCKHOUSE ASSOCIATES, PA.
REVISION
DESIGNED BY
B.A.
DRAWN BY
B.A.
APPROVED BY
M.W.
DATE 5 -17 -05
SCALE as noted
PROJECT N0. 03027
SHEET N0.
S.3