HomeMy WebLinkAboutTruss Placement PlanC RI I V V ENGINEERED TIMBER
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RNING
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l7 VCOMPONENTS
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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
BEARING POINTS MUST BE
F
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
STRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS
PLIES AND THE CONNECTION INFORMATION.
ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS
ALLED PRIOR TO INSTALLING
EAST COAST TRUSS.
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
INGINEERING
OUR DESIGN DEPARTMENT MUST APPROVE
OTHERWISE NOTED. INSTALL HANGERS ACCORDING
E INSTALLATIONF TR E
FOR ERECTION ANDO TRUSSES
E P N IBILITY OF
S O S OTHERS.
ALTERATIONS
RA IONS AND/OR REPAIRS TO TRUSSES IN
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
fNY TRUSSES! FAILURE TO DO SO MAY RESULT
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
3 INSTALL WEB BRACING AS STATED ON SEALED
ADVANCE.
N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES.
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
TRUSS DRAWINGS.
TRUSS SYSTEMS PRODUCTS
T
4—
EE.T0
T_
EAST COAST TRUSS
5285 31. LIJCTE RLV UJ FT. I IE32CE. FL 34�f646
OFFICE: (772) 466 2480 FAX: (772)166-5336
CUSTOI1► ER:Jorrin Const.
JOB NAME: Stefanick Residence
ADDRESS:Lot #44, The Sands
L I CITY/COUNTY:FORT PIERCE, ST LUCIE
,JOB Q 3 229
MODEL:Custom
74' 8"
SO FT 312
DATE 02/16/16 -S -
91091 65' nil
1
61G15S-31.003 (3) (c), EAST COAST. TRUSS is the
.'Truss Design Engineer..
(0 71 1 Orl Trusses are designed in accordance with the
w U U U
Florida Building Code
m m m �.
U U U ,A
/ NOTE:
n
By approving this placement plan(s), signatured
_CJ1A -CJ1B
anywhere on this sheet, the customer or his
representitive acknowledges that this placement plan i
complies with the structural intent of the project. r
-CJ3A -CJ3B 11 J i
The customer also acknowledges that this approval
101-01 Clg. authorizes EAST COAST TRUSS to manufacture these
C J 5 A -CJ5B trusses and deliver them to the project indicated on this
drawing, a
The customer also acknowledges that he/she accepts
EJ7 �EJ7D financial responsibility for any repair; engineering, and
10'-01, Clg. labor required due to errors other than those of EAST
EJ7 g
10'-0" CI -EJ7D COAST TRUSS.
�* Signed: Date:
- _
EJ7 -EJ7D
10'-0" �� Clg.
�EJ7D I
1 oil 1 OII 1 OII 011 /'*i ®11 — 11 1 oll 1 oll 1 011 1 0" 71 OII
EJ7 —
�J ;ODE = FBC 2014/TP12007 ASCE 7-10
m
N -- -EJ7D DESIGN CRITERIA = MWFRS
OCCUPANCY CATEGORY= II EJ7 M 2 EXPOSURE = D
N -CJ513 MWF SPEED=170
-EJ7 m
o m RUILDING TYPE=ENCLOSED F"o
MEAN HEIGHT: 15.00
-CJ3B
EJ7
o 10'-0" Clg. ( MV6 (0 o
GRAVFFY LOADS
b -CJ1 B o
d -EJ7
i I 10'-0" I .� m m m �y FLOOR: DUR FACTOR= `) .0
EJ7 I I �I - PSF=TCLL-TCDL-BCLL-BCDL
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0 U U 9 n
!• e! - 1 :/ L1 - Il �' �11 I 1 Ir r 1! � i la 7 !1 � � 1 11 Is If r !! ! !! - r !1 f S! .. .: '(I :.. ! . _ .� „�— _ -
0 :: �;: :� ^!u o 0 0 01�2'0"]0 °o °o 0 0 0 0 1 _�.� 1 0.0.Q
7,r,:1 0„ M•1 '-0' Cir o I v' ClI i i i d 1
co
91
~EJ7 II :.. _ IL_ d o o It ROOF: DUR FACTOR= 1 co
I l U G PSF=TCLL-TCDL-BCLL-BCDL `�WJ
1�_,
Clg 1 11 M 2 G "T"""72O. O, �I .0,110. 0,10. 0
2:2�I -- L_- �.—e_
N 1 !� i MV6 r 6 LOADS PER FBC & I R
EJ7 10 -0 Ig. 21 `l`� co NON -CONCURRENT BC ILL 10psf
II MV4 °' to
C.Lg:.: CONCURRENT OR sf
CONCURRE BC STORAGE ILL 20 p �-
�EJ7C 01
1 811 ::: 10' 8" ^CJ3D
�EJ5
11 -411 C.9 00
�EJ5 o D�:�"II�If��IONS
_ r � � OII 1 011 1 ('�11 1 (�11 1 ®11 1 011 1 OII 1 OII 1 011 1 Oil 1 Iri111_
l.1 �s/ ' " MWF MAIN WIND FORCE
~CJ3D CRC = COMPONENTS AND CLADDING
TOB = TOP OF BEARING
1 Ir ,_ „ TC =TOP CHORD
. -CJ3
1.. 4:.. 10. $. Clg.. �..
10 -0 CI BC =BOTTOM CHORD
. 1 n
o g 10'-0" Clg. y�6 M ILL LIVE LOAD
-CJ1 N C�� DL DEAD LOAD
psf = POUNDS PER ,SQUARE FOOT
N �Y)
��,POUNDS
Uoyv S -, ,`tia OU S
co LO It CM N e— U N ce) d 00 P T_ T U � �
s
-, ,� T 9o 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o 0 0 0 o i UNLESS SHOWN ON ENGINEERED TRUSS
U U U Q ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ d ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ Q ¢ ¢ U U U 41611 DRAWING.
711411 31411 ALL GIRDER/COLUMN LOADS MUST
BY-PASS FLOOR TRUSS UNLESS SHOWN
741811
ON ENGINEERED TRUSS DRAWING.
2X 6 .3 N74-PACK PRACINIG,;777-0771 119' >_
too. RECOMMENDED ON FLOOR TRUSSES
SPANNING 20'-U" OR I41f�F?E
WALL LEGEND HANGERS
.�
7 U
U
kv HUS26........QTY:6
UST BE SET WITH A SPREADER BAR. THE
i 10'-0" T.O.B. SPREADER BAR SHOULD BE AT LEAST_1/2
I
r I-U
IRECTION
/3 IN LENGTH AS THE SPAN OF THE TRUSS
... 12'-0" T.O.B. EING SET.
EFER TO BCI-B1 FOR COMPLETE
OR ATIACHMENI�S^ .. AND SAFETY PROCI DURES.
O + r ALL WHAMS Y 1LDE 1.; ..
C
U SS U U
SUPPORT ANY PLANT SHELVES -110
4 3/1 G
RFaVISI(j S .
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(1l4" if 1,11:)tted 24:30)ia3igr)ed By: hI