HomeMy WebLinkAboutTYPICAL END DETAIL757
*WARNING*
THIS IS A PLACEMENT PLAN FOR ENGINEERED
BRACI
G:
SEE FINAL ENGINEERING SHEETS FOR THE
BACK 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
NSTRU
TIONS ON THE BCSI-131 SUMMARY SHEETS
PLIES AND THE CONNECTION INFORMATION.
ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS
INSTALLED PRIOR TO INSTALLING
EAST CAOST TRUSS.
2) PEF
MANENT 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-131 SUMMARY
RESPONSIBILITY
3) INS
OF OTHERS:
ALL 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
FENGINPERING
TRUSS DRAWINGS.
WM
0
13'-0" WALL
37'-10" WALL H
38'-6" WALL H
47'-2" WALL H
HT
RAKE WALL BY OTHERS
(2) PLY LED( ER BY OTHERS BOTT. @ 35'-0"
12' 6"
MAMA
d-
MR!, 0 I
91
5/8"
THE BENEDICT GROUI' - Architects
(954) 570.9500 fax (954) 570.9550
This drawing has been reviewed fot compliance
with our design and construction documents,
including a superficial direensicn check
APPROVED
_25, APPROVED AS NOTED
CORRECT & RESUBMIT
By: Date: a- 13
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TYP. END DETAIL
PJGIl IEF REQ TIMBER
TRU'SS .SYSTEMS PROGIA,
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EAST COAST TRUSS
528;) ST. LUCIE BLVD. FT. PIER(E FL. 341946
M
C'
r-
OFFICE: (772)466-2480 Ft": (772)466-5336
CUSTOMER: Phoenix Realty Homes, Inc.
JOB NAME: Patel
ADDRESS:[???]
(� 1
CITY/COUNTY:N.Hutchinson Island / St. Lucie
JOB # 24534
JOB #
MODEL:Custom Residence
GARAGE
SQ FT 0 ft2
DATE 01/30/13 LATEST=/
61G15Sd1.003 (3) (c), EAST COAST TRUSS 4
"Trues Design Engineer"
Tru ,,, are designed fe n¢.rdeuce wXh the
Florida R.M., Code
By approving this placement plan(s),
n
ignatured anywhere on this sheet, the customer
I
r his representitive acknowledges that this
lacement plan complies with the structural intent
f the project.
The customer also acknowledges that this
pproval authorizes EAST COAST TRUSS to
anufacture these trusses and deliver them to
I
he project indicated on this drawing.
The customer also acknowledges that he/she
J
ccepts financial responsibility for any repair,
Q
ngineering, and labor required due to errors
Z
ther than those of EAST COAST TRUSS.
igned: Date:
LL
CODE = FBC 2010/TPI2007 ASCE 7-10
CL
DESIGN CRITERIA = C&C Hybrid MWFRS
OCCUPANCY CATEGORY=11
EXPOSURE = D
MWF SPEED =170
BUILDING TYPE =ENCLOSED
MEAN HEIGHT: 35 ft
(n
GRAVITY LOADS
W
Z
FLOOR: DUR FACTOR= 1.0
PSF=TC1_L-l'CDL-BCLL-BCDL
40.0,10.0,0.0,5.0
ROOF: DUR FACTOR= 1.25 j
PSF=TCLL-TCDL-BCLL-BCDL jUJ
30.0-15.0-10.0-10.0
C17
LOADS PER FBC & FRC
"NON -CONCURRENT BC LL 10psf
01-0
CONCURRENT BC STORAGE LL 20 psf
F—
I-
I_LI
U)
DEFINITIONS
MWF = MAIN WIND FORCE
O
C&C = COMPONENTS AND CLADDING
I—
TOB = TOP OF BEARING
Lii
TC = TOP CHORD
BC = BOTTOM CHORD
U)
LL = LIVE LOAD
DL = DEAD LOAD
psf = POUNDS PER SQUARE FOOT
I—
# =POUNDS
O
Z
UPLIFT MUST BY-PASS FLOOR TRUSSES
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING.
O
ALL GIRDER/COLUMN LOADS MUST
r)
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
X6 STRONG BACK BRACING, 10'-0" O.C., /S
RECOMMENDED ON FLOOR TRUSSES
SPANNING 20'-0" OR MORE o
4UTION: SPANS GREATER THAN 30'-0"
UST BE SET WITH A SPREADER BAR. THE
:'READER BAR SHOULD BE AT LEAST 1/2
3 IN LENGTH AS THE SPAN OF THE TRUSS
=1NG SET. `
=FER TO BCI-B1 FOR COMPLETE o
RECTION AND SAFETY PROCEDURES. 0
ALL BEAMS BY BUILD El4 CL
SUPPORT ANY PLANT SHELVES
T_
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A1un0J 1 II145
AS
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_.._._TRUSS PLACEMENT PLAN