HomeMy WebLinkAboutTRUSS PLACEMENT PLAN1WILUER"S WARNING'
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COMPONENTS AS DEFINED BY WICA 1 - 1996.
1) FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS
STRUCTURAL DATA, NUMBER OF GIRDER AND
DESIGN DPARTMENT APPROVES THEM IN ADVANCE
BE INSTALLED
RAMS HAVE NOT ANALYZED BY
RY
THEBIL
SON STRONG -TIE UNLESS
LL HANGERS ARE NSTALL
ARING POINTS MUST
ERIOR
EASTDIAOAST TRUSS
2) BRACING FORTHESTRUCTURE IS HE
PLIES AND THE CONNECTION INFORMATION.
OTHERWISE NOTED, HANGERS ACCORDING
ERECTION INSTALLATION
THEPONSIBILITY OF S.
DEPARTMENT
UERATIIONS
OTHE CURRENT SIMPSON STRONG -TIE CATALOG
TO INSTALLING ANY TRUSSES! FAILURE
FOLLOW INSTRUCTIONS ON THE BCSFBIR SUMMARY
ENGINEERED
3)IINSTALL B BRACINGASSTATED ON SEALED
ANDORR PAIRSSTO TRUSSES IN
8'-0" WALL HEIGHT
V�
i
Indicates Left End Of Truss
On Layout & Engineering Sheets
StLucl,�Cowty
t it ,
II 1
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The Architect's or Architect's representative's
shop drawing approval is NOT a
"double check" of the contractor.
The contractor Shall remain responsible
for checking field measurements and
other construction criteria. Architect's
approval covers general roof shape,
review of truss strapping, and loading on
structure from gravity and uplift loads and
their respective locations. �t!���,�'�'�yn�'/n�
Approve B 1 -IW1A: kW
Date:_ �
Braden i Braden A.I.A. P.A.
5r
CANT
FLT
EAST COAST TRUSS
52A5 ST. LUCIE BLVD. FT. PIERCE IT 349646
OFFICE my W-2480 FAX MZ466-5336
USTOMER:Mei-Ry Constructi
JOB NAME:Michielsen Res.
DDRESS:Lot xxx Nettles Island
ITY/CNTYPort St. Lucie/St. Luc
t;• 5
'CZ JOB #
w MODEL [???]
ARAGE
u) Q FT 899
ATE 01/29/18 =
61G15S-31.003 (3) (e), EAST COAST TRUSS is M,
"Truv Desire Enainrnr•
Tra»n art dai,W in..Annre wish me
Florida Bnildine Code
approving this placement planls), signatured anywhere on this sheet, the
stomer or his imasemlive acknowledges met this placement plan complie
in the stluctural intent M the project.
The astomar also aanowletlges met this approval aumodies EAST
)AST TRUSS to manufacture these Busses and deliver them to the project
kcated on this drawing.
The rushlmer also acknowledges Met hehhe accepts financial
:ponsiblllly for any repair, engineering, and labor required due to snore
tar than those of EAST COAST TRUSS.
signed:
DDE =FBC 2017/TP12014 ASCE 7-1
=SIGN CRITERIA =MWFRS
CCUPANCY CATEGORY = II
KPOSURE = C
WF SPEED =170
JILDING TYPE =ENCLOSED
EAN HEIGHT =15.00
GRAVITY LOADS
>R: DUR FACTOR= 1.0
TCLL - TCDL- BCLL-BCDL
40.0,10.0,0.0,5.0
F: DUR FACTOR= 1.25
:TCLL - TCDL - BCLL - BCDL
20.0,15.0, 0.0,10.0
'NON -CONCURRENT BC LL 10psf
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING.
ALL GIRDER/COLUMN LOADS MUST
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
FLOOR TRUSSES SPANNING 20'-0' OR MORE
SPREADER BAR SHOULD BE AT LEAST 12 TO
2/31N LENGTH AS THE SPAN OF THE TRUSS
BEING SET.
REFER TO BCI-81 FOR COMPLETE
ERECTION AND SAFETY PROCEDURES.
SUPPORT ANY PLANT SHELVES
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TRUSS PLACEMENT PLAN