HomeMy WebLinkAboutLAY sld5
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It is understood that above
conditions have been reviewed &
are acceptable for the fabrication
at trusses, elevations,pitches,
overhangs, fascias,ceiling
elevations/pitches, bearing
conditions & all detail pertaining
to this truss placement plan. No
back charges will be accepted
without previous written approval
from an A-1 Roof Trusses
representative.
Ph 772-409-1010 / Fax 772-409-1015
http://www.a1truss.com
REPRESENTS THE LEFT SIDE
OF EACH TRUSS DRAWING
*N
o
n
-
c
o
n
c
u
r
r
e
n
t
( NOTE: REFER TO SIMPSON CONNECTOR
CATALOG FOR INSTALLATION DETAILS )
20
10
0*
10
40
1.25
-
-
-
-
-
-
ASCE 7-10
165 C
CAT II
ENCLOSED
FBC 2017
TPI 2014
COLE CONSTRUCTION
5/12/20
BS
80670
STEFANI RESIDENCE
-
ST. LUCIE
FORT PIERCE
-
-
- -
NTS
- --/--/---- -
-
- --/--/---- -
-
- --/--/---- -
-
- --/--/---- -
-
- --/--/---- -
-
- --/--/---- -
-
- --/--/---- -
-
WIND LOADFLOORROOF
LIVE LOAD
DEAD LOAD
LIVE LOAD
DEAD LOAD
TOTAL LOAD
DURATION FACTOR
TO
P
CH
O
R
D
BO
T
T
O
M
CH
O
R
D
REV DATE BY REMARKS
FOR BRACING & ERECTION DETAILS REFER TO BCSI-03
AND/OR ENGINEER OF RECORD.
LOADING
* NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW
TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING
DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL
STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE
INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR
GRAVITY AND UPLIFT LOADS.
* NOTE: ALL CEILING DROPS BELOW BEAM ARE
BY BUILDER. (UNLESS NOTED OTHERWISE)
* NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO
LEDGER CONNECTIONS BY BUILDER.
(UNLESS NOTED OTHERWISE)
PLAN DATE
CUSTOMER
JOB NAME
OPTION(S)
COMMUNITY
/ LOT #
CITY
COUNTY
REVIEWED BY
REVISE AND RESUBMIT
APPROVED AS NOTED
APPROVED
REJECTED
DATE
BLDG.
TYPE
JOB #
DATE
BLDG.
#
MASTER
DRAWN SCALE
STRUCT: --/--/------/--/----ARCH:
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1'1-1/16"2'0"2'0"Typ. Corner Jack Placement 1' 10-15/16"
3/4" = 1'