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*BUILDER"S WARNING*
POINTS MUST BE INSTALLED
COMPONENTS AS DEFINED BY WFCA 1 - 1995,
HAVE OT BEEN ANALYZED BY
THE BCSI-BI SUMMARY
1) FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS[OUR
TRUCTURA
rA, NUMBER OF GIRDER AND
ESIGN DEPARTMENT APPROVES THEM IN ADVANCE
L=aREAING
R TO INSTALLING ANY TRUSSES!
E STHCOAST TRUSSS
OF
ERECTION AND TON�TRE
SHEETS
2) ERMANENT BRACING OR THE STRUCTURE IS HE
LITY OF OTHERS.
RUSS
LIES ANDH
ONNECTION INFORMATION.
LL SE NO ED.I NSTALSHANGERS ACCORDING
THERWI
[TO
FAILURE
FOLLOW OW INSTRUCTIONS BCSI BON RUSSES SUMMARY
3)SNSTALL V WEB BRACING AS STATED ON SEALED
ARTMENT MUST APPROVE
THE CURRENT SIMPSON STRONG -TIE CATALOG
L ERATIO
0/OR REPAIRS TO TRUSSES IN
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8'8" Plate Height
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3/12 Ceiling Pitch
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13 ***Builder Must Verify ALL
\ Deflection Criteria Prior to
12 Production of Trusses***
o
- k 11 Deflection Criteria:
CD LL Def Less than L/240
TL Def Less than L/180
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41' 5 3/4"
TRUSS PLACEMENT PLAN
Indicates
Left
End
Of
Truss
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a o t,
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Typical End Detail
ECT
EAST COAST TRUSS
5285 ST. LUCD BLVD. FT. PUERCE, FL 349646
OFFICE: C72 466-2480 FAX: (T2)466-5336
USTOMER:Shoreline RV
)B NAME:Morren Residence
DDRESS:Lot 868
ITY/CNTYNettles Island. St. Lucie
F.
JOB # 28561
JOB #
ODEL [???]
w
3,ARAGE
U)
Q FT 6
ATE 04/03/15 _
A
61G153 31 U63 (3) (c), EAST COAST TRUSS is the
'Trues Design Eogamr
1
T uses see designed in aeeordenee with the
1
Morids Building Code
1
I
I
y approving this placement plan(s), signatured anywhere on this sheet, the
stomer or his representitive acknowledges Mel this placement plan complie
1
'lh the structural intent of the project.
1
The customer also acknowledges that this approval authorizes EAST
1
OAST TRUSS to manufacture these oo"as and deliver them to the project
1
dicated on this drawing.
1
1
The customer also acknowledges that he/she accepts financial
1
esponsibllity for are/ repair, engineering, and labor required due to errors
1
her than those of EAST COAST TRUSS.
igned:
w
ODE =FBC 201 D/TP12007 ASCE 7-1
ESIGN CRITERIA =MWFRS
jCCUPANCY CATEGORY = II
XPOSURE = D
IWF SPEED =170
UILDING TYPE = ENCLOSED
IEAN HEIGHT =17.00
GRAVITY LOADS
LOOR: DUR FACTOR= 1.0
SF=TCLL - TCDL- BCLL-BCDL
40.0,10.0;0.0,5.0
;OOF: DUR FACTOR= 1.25
SF=TCLL - TCDL - BCLL - BCDL
30.0715.030.0)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.
MUST BE SET WITH A SPREADER BAR. THE
SPREADER BAR SHOULD BE AT LEAST 1/2 TO
2/31N LENGTH AS THE SPAN OF THE TRUSS
BEING SET.
REFER TO BCI-131 FOR COMPLETE
ERECTION AND SAFETY PROCEDURES.
SUPPORTANY PLANTSHELVES