HomeMy WebLinkAboutTruss Placement Plan3"14
HH
`BUILDER"S WARNING`
COMPONENTS AS DEFINED BY WTCA 1 -1995,
1) FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS
STRUCTURAL DATA, NUMBER OF GIRDER AND
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
POINTS MUST BE INSTALLED
HRAMS HAVE T BEEN ANALYZED BY
ETS
P"ERMANENT ETHE
LL HANGERS ARE
BEARING
ERIOR
EAR COAST TRUSS
BRACING ORRY
STRUCTURE IS HE
PLIES AND THE CONNECTION INFORMATION.
OTHERWISENOTED.USS
INSTALL HANDERS ACCORDING
ANY TRUSSES!
OF
ERECTION TIIONS
LITY OF OTHERS.
OUR DESIGN DEPARTMENT UST APPROVE
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
TO INSTALLING FAILURE
ONTTHION
FOLLOW INSTRUCTE SCSIBIRUSSES SUMMARY
3)g STALL WEB BRACING AS STATED ON SEALED
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
31�
3"14
HH ITVaulted
Carttileve Ceiling
21' 6"
E
II
.r n
8'-0" Plate Height
Vaulted Ceiling
1.5/12 Ceiling Pitch
Flat Ceiling
g 122 Indicates Left End Of Truss
On Layout & Engineering Sheets
Vaufted
Ceiling
111311 111311
31—
22' 6'1
Typical jattic Truss
EIT
EAST COAST TRUSS
5285 ST. LUCIE BLVD. FT. PIERCE FL 349646
OFFICE. (M 466-2480 FAX (772)166-5336
TOMER:Mel-Ry Construction
NAME:Williams Residence
RESS:2019 Nettle
/CNTYNettle Island. St. Lucie
F. UB # 21614
r JOB #
ODEL [???]
F I
3ARAGE
Q Q FT 666
ATE 10/07/14 =
61GINIJ1.003 (3) (C). EAST COAS C MUSS is the
"Tn. Derlgn Fngurttr"
Trusses are daigaed In accordance with the
Ftarlda Bugdlag Code
2PPrevifg tNs placement plants), signatured anywhere on this sheet, the
tomer a his representilive adnowledges rho this placement plan compile
n the structural intent of the project.
he customer also acknowledges that this approval authorlms EAST
AST TRUSS to manufacture these trusses and deliver Sam to the Project
paled on this drawing.
he customer also acknowledges that he/she accepts rmandal
sanaibilily for any repair, engineering, and labor required due to snore
sr than those of EAST COAST TRUSS.
DE =FBC 2010/TP12007 ASCE 7-1
iIGN CRITERIA =C&C
:UPANCY CATEGORY = II
'OSURE = D
'F SPEED =170
LDING TYPE =ENCLOSED
4N HEIGHT =11.00
GRAVITY LOADS
DOR: DUR FACTOR:: 1.0
F=TCLL - TCDL- BCLL-BCDL
40.0110.010.015.0
1OF: DUR FACTOR= L25_
F=TCLL - TCDL - BCLL - BCDL
20.0917.010.0,10.0
'NON -CONCURRENT BC U. 10psf
DRAWING.
ALL GIRDERICOLUMN LOADS MUST
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
FLOOR TRUSSES SPANNING 20'-0° OR MOR
MUST BE SET WITH A SPREADER BAR. THE
'PREADER BAR SHOULD BE AT LEAST V2 TO
2/31N LENGTH AS THE SPAN OF THE TRUSS
BEING SET.
REFER TO BCI-01 FOR COMPLETE
ERECTION AND SAFETY PROCEDURES.
ANY POINT SHELVES
TRUSS PLACEMENT PLAN