07-562-01125' -7"
39' -10"
17' -9" 22' -111
exterior wall cladding system
0
cV
insulating conc.:
on metal deck
(see plan)
parapet to be
removed
:
(2) %4" dia. thru bolts
In slotted holes
to steel beam
L
Roof oo Framing Plan
�.
1/4" = F -0.,
-- : -a ____ _1_16'
* 34' -011
top of exist. slab
- exist. conc. joist
exist. 16 x 24
soffit beam
exist. 10 x 24 conc.
column
Section A - Steel Beam
3/4„ = 1' -0„
Roof Dead Load - 25 P.S.F.
Roof Live Load - 30 P.S.F.
Gross Roof Uplift - 70.88 P.S.F.
(Max for joists for Zone 2 & 3 in accordance
with ASCE 7 -98 V- 146 MPH, EXP C, 1 -1.00
BROCKHOUSE
BROCKHOUSE ASSOCIATES PA
1570 MADRUGA AVENUE PH 1
CORAL GABLES, FL. 33146
305 666 2333 ■ FAX 666 2332
M.: r'rrrr
ARCH17ECTURE WERIOR 1
PROJECT
A Renovation
For The:
THE CENTER FOR
ARTHRITIS AND
RHEUMATIC DISEASES
6150 Sunset Drive
South Miami, Fl 33143
305 661 2299
SEAL
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
ROOF FRAMING
PLAN & DETAILS
SHEET TITLE REFERENCE
03027 - roofrmg.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 OR 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 NO.
SA