HomeMy WebLinkAboutTRUSS PLACEMENT PLAN4LL BEARING POINTS MUST BE
gSTALLED PRIOR TO INSTALLING
IiNY TRUSSES! FAILURE TO DO SO MAY RESULT
a nnhnnrFn TRt1SSES AND WILL VOID ALL WARANTIES.
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COMPONENTS AS DEFINED BY WTCA 1 - 1995.
1) FOR THE ERECTION BRACIFJG FOLLOW
STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
INSTRUCTIONS ON THE BCSI-BJ SUMMARY SHEETS
PLIES AND THE CONNECTION INFORMATION.
ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS
EAST COAST TRUSS.
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
OUR DESIGN DEPARTMENT MUST APPROVE
OTHERWISE NOTED. INSTALL HANGERS ACCORDING
FOR ERECTION AND INSTALLATION OF TRUSSES
RESPONSIBILITY OF OTHERS.
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
3) INSTALL WEB BRACING AS STATED ON SEALED
ADVANCE.
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
FNGINEERINq TRUSS DRAWIN xS,
BEARING ELEVATIONS
9'-4" A.F.F.
LGR1 = TOP Q 9'-1" A.F.F.
FG01 & FG02 G.T.'S REQUIRE MASONRY
CONNECTIONS BY BUILDER. TYPICAL
AT EACH END.
DEEP TRUSSES
BALCONY
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3' 11 5/16"
62 11/16"
111411
20' 6"
BEARING ELEVATIONS
1 5/12 CLG SLOPE
3-7/8"
IS BY BLDR.
E 17'-4" A.F.F.
SCA Nk:U
By
StL199A +Wh
TRUSS SYSTEMS
ECT
EAST COAST TRUSS
5285 ST. LUCIE BLVD. FT. PIERCE, FL 349646
OFFICE: U720 466-2480 FAX: (772)466-5336
STOMER:Mel-Ry Construction
B NAME: Tonkin Residence
DRESS:Lot 98 Nettles Island
'Y/COUNTY:Port St. Lucie/St. Lucie
B # 26978
B#
DEL:Custom 2-Story
Q FT 6
ATE 06/10/14 -
61C15S-31.a03 (3) i¢). EAST COAST TRF SS is the
"Trns6 DIli¢n Eupin,10'
Trn69e6 al a 0,i,,,,d it ..dance \\Ills the
Flo. ifW Cofle
NOTE:
By approving this placement plan(s), signatured
anywhere on this sheet, the customer or his
representitive acknowledges that this placement plan
complies with the structural intent of the project.
The customer also acknowledges that this approval
authorizes EAST COAST TRUSS to manufacture these
trusses and deliver them to the project indicated on this
drawing.
The customer also acknowledges that he/she accepts
financial responsibility for any repair, engineering, and
labor required due to errors other than those of EAST
COAST TRUSS.
Signed:
DE = FBC 2010/TPI2007 ASCE 7-10
SIGN CRITERIA =MWFRS
CUPANCY CATEGORY= II
POSURE = D
JF SPEED =170
ILDING TYPE =ENCLOSED
AN HEIGHT: 28.00
FLOOR: DUR FACTOR=
PSF=TCLL-TCDL-BCLL-BCDL
40.0-10.0-0.0-5.0
)F: DUR FACTOR= 1.25
=TCLL-TCDL-BCLL-BCDL
20.0-17.0-0.0-10.0
*NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE LL 20 psf
MWF = MAIN WIND FORCE
C&C = COMPONENTS AND CLADDING
TOB = TOP OF BEARING
TC =TOP CHORD
BC = BOTTOM CHORD
LL = LIVE LOAD
DL =DEAD LOAD
psf = POUNDS PER SQUARE FOOT
# =POUNDS
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING.
ALL GIRDER/COLUMN LOADS MUST
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
RECOMMENDED ON FLOOR TRUSSES
SPANNING 20'-O" OR MORE
BE SET WITH A SPREADER BAR. THE
DER BAR SHOULD BE AT LEAST 1/2
IN LENGTH AS THE SPAN OF THE TRUSS
ING SET.
R TO BCI-B1 FOR COMPLETE
TION AND SAFETY PROCEDURES.
SUPPORT ANY PLANT SHELVES
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TRUSS PLACEMENT PLAN
(1/4" if plotted 24x36) . Designed By: SJ
14 2:20