HomeMy WebLinkAboutTRUSS PLACEMENT PLANWARNING*
TIIlb IS A PLAUEMENT PLAN FOR ENGINEERED
-BRACING:
-SEE FINAL ENGINEERING SHEETS FOR THE
7BA-GK CHARGES WILL NU I BE ACCEPTED UNLESS OUR
LL 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
-
IDIAPHRAMS HAVE NOT BEEN ANALYZED BY
NSTRUCTIONS
ON THE BCSI-B1 SUMMARY SHEETS
PLIES AND THE CONNECTION INFORMATION.
ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS
NSTALLED PRIOR TO INSTALLING
EAST CAOST TRUSS,
2) PERMANE14T
BRACING FOR THE STRUCTURE IS HE
OUR DESIGN DEPARTMENT MUST APPROVE
OTHERWISE NOTED. INSTALL HANGERS ACCORDING
NY TRUSSES!
-FOR ERECTION AND INSTALLATION OF TRUSSES
RESPONSIBILITY
OF OTHERS.
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
FAILURE TO DO SO MAY RESULT
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
3) INSTALL
EB BRACING AS STATED ON SEALED
ADVANCE.
N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES.
l SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
FNGINEERINGI
TRUSS DRAWINGS.
50' 4"
30' 0"
w
j > Rake Beam
0
> (0
Match Existing Beam
00
v Existing Beam
4' 0" 2' O„ 2' 0„ 2' „ 2' 0" _ 2' 0"" 11 ' 0" , 0" , 0„ 0" , O„ ` , 0" 11
30' 0"
50' 4"
DDITION NOTE:
T IS THE BUILDERS RESPONSIBILITY TO
IL 04 VERIFY ALL EXISTING CONDITIONS, ECT
CANNOT BE RESPONSIBLE FOR MATCHING
00 EXISTING ROOF CONDITIONS.
UPON SIGNING, BUILDER AGREES TO ALL
CONDITIONS AS SHOWN ON THIS LAYOUT
a -
EXISTING:
VERIFY ALL CONDITIONS,
PITCH, HEEL & DIMENSIONS
7
Indicates
Left
End Of
Truss
On
Layout
&
Engineering
Sheets
Q
3/ 12
10
taa:i>Gc:rs �
EAST COAST TRUSS �
5285 ST. LUCIE IILVD. FT. PIERCE FL. 34946 �
OFFICE: (772)466-2480 FA1 (772)466-5336
:USTOMER:Jeff Miller
OB NAME: JEFF MILLER
,DDRESS:107 SHERIDAN LANE
:ITY/COUNTY:JENSEN BEACH
JOB # J35912
JOB #
MODEL:Addition
GARAGE
SQ FT 1605
DATE 5/8/18
6IG15S-31.003 (3) let, EAST COAST TRUSS Is the
"Truss Design Engineer"
T... se, are designed to acaondnnee with the
Florida Building Code
By approving this placement plan(s),
A
>ignatured anywhere on this sheet, the customer
i
)r his representitive acknowledges that this
)lacement plan complies with the structural intent
i
)f the project.
i
The customer also acknowledges that this
approval authorizes EAST COAST TRUSS to
i
manufacture these trusses and deliver them to
i
he project indicated on this drawing.
_
The customer also acknowledges that he/she
J
accepts financial responsibility for any repair,
Q
-ngineering, and labor required due to errors
Z
)ther than those of EAST COAST TRUSS.
Signed: Date:
LL
0
CODE = FBC 2017/ TPI 2014 ASCE 7-10
W
0-
DESIGN CRITERIA = C&C
OCCUPANCY CATEGORY= II
EXPOSURE = D
Q
MWF SPEED = 170
BUILDING TYPE = ENCLOSED
MEAN HEIGHT: 15'
U)
GRAVITY LOADS
(n
W
FLOOR: DURFACTOR=
—�
Z
PSF=TCLL-TCDL-BCLL-BCDL
Z)
ROOF: DUR FACTOR= 1.25
U)
PSF=TCLL-TCDL-BCLL-BCDL
W
20.0115.0,0.0)10.0
Cn
LOADS PER FBC & FRC
"NON -CONCURRENT BC LL 10psf
fy
CONCURRENT BC STORAGE LL 20 psf
W
()
DEFINITIONS
SCANNEDMWF
= MAIN WIND FORCE
O
C&C = COMPONENTS AND CLADDING
St�ucieCountF/
OTOP BEARING
TC6= TOP CO
CHORD
W
BC = BOTTOM CHORD
= LIVE LOAD
(n
0
Shop Drawing ReviewLL
DL = DEAD LOAD
Esc bEceyelea Taie� Neville acid `psf
= POUNDS PER SQUARE FOOT
Mate Cremuaw Notelt Atwtmll#
= POUNDS
O
UPLIFT MUST BY-PASS FLOOR I KUbblzb
UNLESS SHOWN ON ENGINEERED TRUSS
mot, suxd
Z
c #dct =• tar etat*u ubi etlth t
DRAWING.
:rKrcrssc 11 eax• net€at axt Wil7]ACAM
o
,;:ata Rt: rn to 1Cw r"k-"d 6ktC hay
``t `° "" "t'x`r r ter
li }�! �Yi #�aT�
ALL GIRDER/COLUMN LOADS MUSTC.rr.}Eri[Fr#
rettalwt Otarmces acid the
BY-PASS FLOOR TRUSS UNLESS SHOWN
a4 kiac star "
rtsec and t,eEnxter. of r 'twt s t Of
ON ENGINEERED TRUSS DRAWING.
hie Wart with :til wket iC K "d KW WACtC#ty ,
(f4 't'tAa Rit O! hla wrani
2X6 STRONG BACK BRACING, 10�-O" O.C., IS
UhA 01 . A a " r'
___ "
RECOMMENDED ON FLOOR TRUSSES
r1
IO1
CtGJJJ���
SPANNING 20'-O" OR MORE
JohnM. Flamer - Archkoct
,tens
-
. aka
UST BE WITH A SPREADER BAR. THE
U
ISPREADER BAR SHOULD BE AT LEAST 1/2
21011 TYP. END
DETAIL
0
'3 IN LENGTH AS THE SPAN OF THE TRUSS
EING SET.
EFER TO BCI-B1 FOR COMPLETE
RECTION AND SAFETY PROCEDURES.
SUPPORT ANY PLANT SHELVES
r
-o
ril
TRUSS PLACEMENT PLAN
17