HomeMy WebLinkAboutROOF LOADING---- —--32'-0" 1`1AIN SPAN ---- -------- - -----�
22'-0"_
DATE
REVISIONS
DESCRIPTION
i
BEAM BY BUILDER
TOB 6 ll' O"
U
:J1
�
rr
w
w
r- In Ty °
w U C-
U j U
U U
W
W
W
LJ
W
Li
w
L,1
W
I�
----
CJ3
1
CJ3P"
ee°
%Sj
CJS
Q CJ5Pei°
�'„>
10'-011
e
_
F L /A,T CL_G I11---
AO6 Ii
J' Oil
� ea°
A04 FLAT CLG O
a 9 0it
A03
A02
A01
A01
A01
AM
FLAT CLG
g C31Oil
A01
A01
A01
-----
----
tt
Aui
—
i
—
A01
FLAT GLG ------
---
s1g'oil
-
AMA
16" PP COFFER
r FOR AHU
AUTA
A02
A03
a®
A04A
------ - - --- -- FLAT GLG
=- -�
A07
j. Oil
A09 (2)PLY ODD 5PAGE — P1102 N
1' 5 1/2"
- - - 0N�,CA10
`�FLAT CLCz ODD SPACE PB03
24" OG 31011 2' 4" L��W
B01 ODD SPADE ODD SPAGE 000 CJ
ACE CO1 =�
I)
1' 10 1/2" 1' 10 1/2" V2 1/ ; n
1 _ Al C0
- - B01A 24,1i OG FLAT CL
(22X8 LEDGER I ®II' e.
• 9'
v BOTTOM
O 5EA1.1 f3Y BUILDER
M 61 r) c�,y�?e°v 0 TO5 6 II' 01'
1t
11 • � �. --1 °e
C J w _' w w p °i� J 1
- �_�_
B03 'll
�I
- — U = CJS HAVE A 10 !/E" HEEL
- CJ5
-'J3 .9 U- @ CJ
r� In r1
U U W i.�J Lil 0-1 W U U
:J1 I I C.J:I
U
'-10"---
20'-0" w'-2" --
-----.-.A71_/AII /lA -_-- - -
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD,
THESE PLANS AND ALL
ARE SUBJECT TO ANY (
REQUIRED BY FIELD IN`.
MAY BE NECESSARY IN
COMPLY WITH ALL APP
FILE
V
This document is sole
Not a bracing plan. Contrae
of trusses. refer to TPI +
5a Fety Information" For han
sheG:lthing as trusses are beir
workers ;should not be on an
sy.atem can
OPOs4D WORK
THAT
Seng-Chaff Tan, FL Lic #46765
345 Alhambra PL
West Palm Beach, FL 33405
MITI Industries, Inc.
FL Cert.#6634 /
4AR067%7
for he purpose of truss locations.
,or to install bracing to prevent collapse
WTC publication " Building Compone-A
ling Z bracing of trusses. Apply plyu or .r�!
instilled. Before the plywol Insta11aLion,
part of roof/floor system, 4 the roof/floor
lot s pport any loadings.
-0 M
coo 9
VJ
"<
f
—I 0 >
m03 ' f
M.
gwg�r
'J.ry
--i o m �f
--I --I Mm���<
jr-mwTj
co*> �.
U)>z
U) ® r- (93 I
ROOF LOADING
ROOFING MATERIAL:
CEMENT TILE
TOP CHORD LIVE LOAD:
20 PSF
TOP CHORD DEAD LOAD:
15 PSF,
BOTTOM CHORD LIVE LOAD:
* 10 PSF
BOTTOM CHORD DEAD LOAD:
10 PSF_
TOTAL LOAD:
55 PSF
LIVE LOAD DEF: L/360
WIND LOAD: (3 SEC.GUST)
130 M.P.H.
EXPOSURE CATEGORY:
B _
BUILDING CATEGORY:
ENCLOSED
JOB LOCATION:
SL COUN FY
"This truss has been designed for
a 10.0 psf bottom
chord live load nonconcurrent with
any other live loads.
USE APPROVED L-- 12
HURRICANE ? 1110111,
ANCHOR
4 1/16"
- r HEEL
1' 0"
2 X 4
Black wall
Cut Cantilever
TYPICAL END DETAIL
------------------------------------
Scale: 3/4"=1'0"
WALL LEGEND
T.O.B. @ D, 0„
T.O.B. @ 11' 0"
HANGER NAILING SCHEDULE
SIVPSON] UP /MIT'F-_E
HANGER
TYPE
ARRYING
MEMBER
MEMER
CARRIED
HANGER
TYPE
:;ARRYING
MEMBER
MEM15ER
CARRIED
HU526
14-16d
6-166
rQ,
_ HU62ro
14-16cl
6 Ibd
HU52i3
22,16d�
�fi-IFad
E:Q
{—fU3aS
22-111
8 16d
i-ICa--C,K2°,,-2
_
20-lbd
F-79,d
E.Q._
TiTD1-l26&-2
�22-16d
8 6 1d
WGU,32€3-:3
36-16d
12-Ikod
EF
TH—QP28-3
20-16d
8-Irl .
LUS24�1
—2-10d
EQ.
JU524
1
� 2-10d
(D ALL TRUSSES REQUIRING HANGERS TO RECEIVE A HUS 26 UNLESS 01HERWISE NOTED.
ALL JACKS REQUIRING HANGERS 10 RECEIVE A 1_US24 UNLESS OTHERWISE NOTED.
(7", OTHER HANGERS TO BE DETERMINED * TIME OF ENGINEERING
0 GIRDER PLIES TO BE DETERMINED o TIME OF ENGINEERING
HANGER Girder truss to girder truss connections which e> !
the capacity or a standard hanger and truss try
E Y BUILDER I connections are the responsibility or the buildml.
Truss Layout Approved As Noted [�
Signed:
Date:
Revise As Noted And Resubmit:
Signed: —
Date:
Approval of this layout is necessary before Fabrication can begin.
Verify spans, pitches, overhangs, elevations, and bearing condition^.
Acceptance of this layout assumes total responsibility. The trusses
will be built in accordance with this layout. C)o not cut or alter the
trusses. No back charges or claims will be honored unless approves -
in writing by a representative, of UFF1 within 10 working days
of delivery. The number or girder truss plies may deviat4 From thla
layout. The builder is to always refer to Final engineering sheets
For actual number of plies and design. All Vieaders and beams are
by the builder unless noted otherwise. All drop ceiling and plant
shelves are by the builder except where provided by truss company.
Ali k�lree walls are by builder.