HomeMy WebLinkAboutTruss Placement PlanWARNING3�_
LL BEARING POINTS MUST BE
NSTALLED PRIOR TO INSTALLING
I
1H1b16ArL_mUE1MNr_P1A' ORTNGIRELRED _-MUMN7
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
EAST COAST TRUSS.
.FOR ERECTION AND INSTALLATION OF TRUSSES
1) FOR THE ERECTION BRACING FOLLOW
NSTRUCTIONS ON THE BCSI-131 SUMMARY SHEETS
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
ESPONSIBILITY OF OTHERS.
I
STRUCTURAL
r TRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
PLIES AND THE CONNECTION INFORMATION.
OUR
FIR DESIGN DEPARTMENT MUST APPROVE
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
PA7TRA11Gr=TW1=07-SE7-MF_P1 LUOUNLESTUILIR-
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS
1OTHERWISE NOTED. INSTALL HANGERS ACCORDING
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
NY TRUSSES! FAILURE TO DO SO MAY RESUL r
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
3) INSTALL WEB BRACING AS STATED ON SEALED
ADVANCE.
N DAMAGED TRUSSES AND WILL VOID ALL WARANTIE%c�'.
M...
SHEETS AND SEALED ENGINAIEERED TRUSS DRAWINGS
1. 000�
NGINEERING TRUSS DRAWINGS.
3 7/8"
TYPICAL END DETAIL
FIRST FLOOR ROOF & FLOOR TRUSS PLAN
la
I
HERO O.H. DETAIL
4 1)
3 7/8"
rl A
TY r: END DETAIL
SECOND FLOOR ROOF TRUSS PLAN
3 7/8"
ZERO O.H. DETAIL
ENGINEERED TIMBER
TRUSS SYSTEMS PRODUCTS
T 10
EAST C(DAST TRUSS Q)
5285 ST. LUCIE BLVD. FT. PIERCE, FL 349646 0)
OFFICE: (772) 466-2480 FAX: (772)466-5336 W
J),13TOMER:MeI-Ry Construction
OB NAME: Gingras Residence
,DDRESS:Lot 833 Venture
:ITY/COUNTY:pt. St. Lucie/St. Lucie
JOR # 27052
JOB #
MODEL:Custorn
I -FT 6
TE 06/19/14 JEATESI�_-�77_
6IG15S31.003 (3) (c), EAST COAST TRUSS is the
"Truss Design Engineer"
Trusses are designed in accordance with the
Florida Building Code
NOTE:
A
By approving this placement plan(s), signatured
I
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
I
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. 77
Signed: Date: LL
0
W
ODE = FBC 201 O/TPI2007 ASCE 7-10
0-
)ESIGN CRITERIA =MWFRS
)CCUPANCY CATEGORY= II
EXPOSURE - D
<
vlVVF SPEED =170
I-
31JILDING TYPE =ENCLOSED
U)
,MEAN HEIGHT: 28.00
U)
co
GRAVITY LOADS
W
F1_OOR: DUR FACTOR= 1.0
_J
PSF=I-CLL-TCDL-BCLL-BCDL
ROOF: DUR FACTOR= '1.25 W_
PSF=TCLL--FCDL-BCLL-BCDL W
20.0317.010.0110.0
LOADS PER FBC & FRC
*NON -CONCURRENT BC LL 10psf D
W
CONCURRENT BC STORAGE LL 20 psf
W
MWF = MAIN WIND FORCE 0
C(Q,tC = COMPONENTS AND CLADDING
1-013 = TOP OF BEARING
TC = TOP CHORD W
BC = BOTTOM CHORD
LL = LIVE LOAD
DIL = DEAD LOAD
psf = POUNDS PER SQUARE FOOT
# POUNDS
MTIPT MU9'r'97--PT79"FE(30R'I'RUS�;Eg-- Z
UNLESS SHOWN ON ENGINEERED TRUSS I
DRAWING. 0
ALL GIRDER/COLUMN LOADS MUST 10
BY-PASS FLOOR TRUSS UNLESS SHOWN
014 ENGINEERED TRUSS DRAWING.
77"G.-C7
�X6',S`TPUN67777 PRAMN77IT:0 'is- >_
RECOMMENDED ON FLOOR TRUSSES
SPANNING 20'-0" OR MORE
(TITO-W-97N.9 GRETTUff—
IUST BE SET WITH A SPREADER BAR. THE
PREADER BAR SHOULD BE AT LEAST 1/2
/3 IN LENGTH AS THE SPAN OF THE TRUSS <
:SING SET. >
',EFER TO BCI-B1 FOR COMPLETE
REC-TION AND SAFETY PROCEDURES.
ALL BEAMS BY BUILDER
'NOTETT R 0 S LUT D_ 0 7VOT"""'"""""' CL
SUPPORT ANY PLANT SHELVES Ile
' mrMO14 1:50 PM
TRUSS PLACEMENT PLAN (1/4" if plotted 24x36) Designed By: SJ 1 51