HomeMy WebLinkAboutTruss Placement PlanWARNING*
-THIS is A PLACEMENT PLAN FOR ENGINEERED
BRACING:
SEE FINAL ENGINEERING SEETS FOR THE
ACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR
ALL BEARING POINTS MUST BE
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
1) FOR THE ERECTION BRACING FOLLOW
STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
NSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS
PLIES AND THE CONNECTION INFORMATION.
ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS
INSTALLED PRIOR TO INSTALLING
EAST COAST TRUSS.
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
OUR DESIGN DEPARTMENT MUST APPROVE
OTHERWISE NOTED. INSTALL HANGERS ACCORDING
ANY TRUSSES! FAILURE TO DO SO MAY RESULT
FOR ERECTION AND INSTALLATION OF TRUSSES
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
RESPONSIBILITY OF OTHERS.
3) INSTALL WEB BRACING AS STATED ON SEALED
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
ADVANCE.
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES.
I SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
JENGINEERING TRUSS DRAWINGS.
BEARING ELEVATION
10'-8" BRG HGT
9'-4" BRG HGT
HANGERS
TYPICAL END DETAIL
HEEL
HEIGHT
4"
1
10 1/211to-4.
CANTILEVER
ROOF PITCH
3r-,
ENGINEERED TIMBER
TRUSS SYSTEMS PRODUCTS
r-
ECT 4-
O
or, -
EAST COAST TRUSS N
5285 ST. LUCIE BLVD. FT. FIF,RCE, FL 349646
OFFICE: U72) 466-2480 FAX: (772)466-5336 ^�
I..L
:USTOMER:Mel-Ry Construction
OB NAME: Ledyard Res
,DDRESS:775 Venture
1TY/COUNTY:Venture/Martin Cty
# 27909
SQ FT 1620
DATE 12/04/14 KLATEST=03/04/15
ilSS,31.003 (3) (c), EAST COAST TRUSS is the
"Truss Benign Englnmr"
Trusses are designed in accordance with the
Florlda Building Code
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.
Z
Signed: Date:
LL
CODE = FBC 2010/TP12007 ASCE 7-10
W
CL
DESIGN CRITERIA = C&C Hybrid MWFRS
OCCUPANCY CATEGORY=11
EXPOSURE = D
Q
MWF SPEED =170
BUILDING TYPE =ENCLOSED
MEAN HEIGHT: 22.00
GRAVITY LOADS
U)
W
FLOOR: DUR FACTOR= 1.0
^J
PSF=TCLi_-TCDL-BCLL-BCDL
Z
40.0,20.0,0.05.0
D
ROOF: DUR FACTOR= 1.25 U)
PSF=TCLL-TCDL-BCLL-BCDL LI J
20.0515.0310.0110.0 U)
LOADS PER FBC & FRC U)
'NON -CONCURRENT BC LL 10psf D
CONCURRENT BC STORAGE LL 20 psf �—
W
` f9 , DEFINITIONS U)
RCE 0
C CF 2Q\fig = OMPONENTSMAIN WIND OAND CLADDING I—
MpR e TOB = TOP OF BEARING
F4 TC = TOP CHORD W
V10k. cp°P� BC = BOTTOM CHORD U)a`• V016
LL =LIVE LOAD
DL = DEAD LOAD
psf = POUNDS PER SQUARE FOOT I--
# =POUNDS O
UPLIFT MUST BY-PASS FLOOR TRUSSES Z
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING. O
ALL GIRDER/COLUMN LOADS MUST 0
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
x6 STRONG BACK BRACING, 10'-0" O.C., /S
RECOMMENDED ON FLOOR TRUSSES I1
SPANNING 20'-0" OR MORE 0..e.
AUTION: SPANS GREATER THAN 30'-0"
IUST BE SET WITH A SPREADER BAR. THE U
POREADER BAR SHOULD BE AT LEAST 1/2
'3 IN LENGTH AS THE SPAN OF THE TRUSS
EING SET.
EFER TO BCI-B1 FOR COMPLETE >
RECTION AND SAFETY PROCEDURES. _
ALL BEAMS BY BUILDER aL
NOTE: TRUSSES DO NOT ILL
SUPPORT ANY PLANT SHELVES _oe
1-03-04-15: JC: REVISED ENTRY, REMOVED roo
FLOOR SYSTEM y_
2- O
3-
4-� },1 r-
5-
TRUSS PLACEMENT PLAN
(1/4" if plotted 24x36) . Designed By: JC