HomeMy WebLinkAboutTruss Placement PlanLL BEARING POINTS MUST BE INSTALLED[FOR
MPONENTS AS DEFINED BY WiCA 1 1g 1) FOR THE ERECTION BRACING FOLLOW INSTRUCTK
p APHRAMS HAVE NOT BEEN ANALYZED BY N THE BCSI-B1 SUMMARY SHEETS
RIOR TO INSTALLING ANY TRUSSES! FAILURE ST COAST TRUSS. EPERMANENTBRACINGFORTHESTRUCTUREISHE
ERECTION AND INSTALLATION SI TRUSSES ESPOTALL ITY OF OTHERS.
E 'LT I p p R - LLOW INSTRUCTIONS ON THE BCSI-81 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED
AN JI V .I ApRA T D SEALED FNRINFFRFn Toi iec no...."..... ...___... _ _-
CID
TRUSS PLtA-\CNEMENT PLAN
'RUCTURAL DATA, NUMBER OF GIRDER AND DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
USS LL HANGERS ARE SIMPSON STRONG -TIE UNLESS
.IES AND THE CONNECTION INFORMATION. OTHERWISE NOTED. INSTALL HANGERS ACCORDING
1R DESIGN DEPARTMENT MUST APPROVE 0 THE CURRENT SIMPSON STRONG -TIE CATALOG
TERATIONS AND/OR REPAIRS TO TRUSSES IN
J
3/12 Ceiling Pitch
Builder
Prior to Produciton of
Deflection
LL Def Less than U240
TL Def Less than 1;
Indicates f e Of Truss
On Layout, Enqi1neering Sheets
ENGINEERED TIN89i
TRU$ SY5IEMG PROOLLTS
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EAST COAST TRUSS
52M Sr. LUCLE BLVD. FT. PITRCE FL 349646
0111Ci U72) 466-2480 FAX: 0721466-5336
61GISS-3LO03 (3) (c), FAST COAST TRUSS is the
"Truss Design Engiss r"
Trusses are designed in accordance with the
Florida Building Code
y approving this placement plan(s), signatures anywhere on tries sheet, the
ustomer or his representitive acknowledges that this placement plan complie
ith the structural intent of the project.
The customer also acknowledges that this approval authorizes EAST
DA&7TRUI 56 & manuf achim Mess, trines and d them to the project
dicated on this drawing.
The customer also acknowledges that he/she accepts financial
sponsibility for any repair, engineering, and labor required due to errors
her than those of EAST COAST TRUSS.
signed:
ODE = FBC 201 • •
CCUPANCY CATEGORY
SPEED = 170
LOADSGRAVITY
•R. i . i f
4;
♦•; !•
•
CDL
. 0 0
'NON -CONCURRENT BC LL 10psf
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING. t
ALL GIRDER/COLUMN LOADS MUST
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
FLOOR TRUSSES SPANNING 20=0" OR MORE
MUST BE SET WITH A SPREADER BAR. THE
SPREADER BAR SHOULD BE AT LEAST 1 P1 TO
2/3 IN LENGTH AS THE SPAN OF THE TRUSS
BEING SET.
REFER TO BCI-B1 FOR COMPLETE
ERECTION AND SAFETY PROCEDURES.
SUPPORT ANY PLANT SHELVES
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