HomeMy WebLinkAboutTRUSS PLACEMENT PLAN0
N
LO
VV/"II \IYIIYV
* -THIS IS A PLACEMENT PLAN FOR ENGINEERED -BRACING: -SEE FINAL ENGINEERING SHEETS FOR THE -BACK CHARGES WILL NOT BE ACCEPTED
* UNLESS OUR
WARNING W
COMPONENTS AS DEFINED BY TCA 1 - 1995. 1) FOR THE ERECT ON BRACING FOLLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
ALL BEARING POINTS MUST BE DIAPHRAMS HAVE NOT BEEN ANALYZED BY INSTRUCTIONS ON I HE BCSI-61 SUMMARY SHEETS I 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
-FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN TO THE CURRENT SIMPSON STRONG -TIE CATALOG
ANY TRUSSES! FAILURE TO DO SO MAY RESULT FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE.
IN DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS_ ENGINEERING TRUSIS DRAWINGS.
4' 11" ►f
24' 0"
14' 2"
ATTIC ROOM
KF GABLE WALL
H 4'11"
C01
L-, PM
I
C01
f -
- , PB
I
C01
I
PB
C01
I
h
„-j
-,Ft
PB
C01
j
s
I PB
C05
L_
-ter.
I . P-B
I
I
C05
s
I PB
C05
�,.
I PB
I
I
I
,.PBAX
I
C05
j
I
I
I PB
C05
I00
I
_
-- PB
I
C05
I
PM
C05
PB
C05
+
j,
_
PB
23' 7 1/2"
C05
I
I
..�,
I PB
C04G
-
PB x8
I
PURLINS 24"O.C.
ALONG
THE BOTTOM CHORD —
in
AND 2x6
ALONG THE TOP
1
CHORD
CO3G
I
PB
CO2
I
s
PB
I �
CO2
I PB
1
C01
I
( PM
I
I
io
-001
i PB
=
C01
I PB
I
I
C01
PB
I
BrA
RAKE GABLE WALL
6/12 SLOPED CLG
FLAT CLG
RELATIVE TO BRIG
24' 0"
FLAT CLG
TOP AT 19'-8"
760"
18' 0"
24' 0"
ro �
CD
� l
i
w
O
C Q g o
Q o
cm)/ Q -W m
� Sn
/ U_J
U U U U U U U U
coco co m cc on m
i (D
� rr
� O
i <
;U) /
1
MV3
co
21 4 /2"
— - w
/ i z
~O
v
--_ _ _ -- -- z_m
=LV 01 06
- -
II -- I I 1 o I C)Qw
Ilo I I IZ`11 I I I �a
�w
II"' 1 fl ff I Iw~ If I U�
q o I LL
l I 1 I I o
inw
No
ifo� I LU
II I I 11 w
f N I
7
268" 15'4ii
o� KNEEWAL2 TRAFTER FRAMING Ali
2 / o
DESIGNED AND SUPPLIED 13Y OTHERS
- - -- - -- -----------------------
-- o----------------------- -- ---- - -
" NOTE:
TRUSS TYPES A01 AND A04 HAVE BEEN
DESIGNESD TO SUPPORT A CLJRTAIN WALL
SUPPORTED BY THE 9'-8" FLAI BOTTOM
CHORD AND EXTENDING TOT E
INTERSECTING 8/12 ROOF PITCH
52' 0"
-- --
76' 0"
9'-4" BEARING 12
3
Indicates Left End Of Truss tf
On Layout & Engineering Sheets
19'-8" BEARING X TYPICAL 3/12
OVERHANG DETAIL
L�
I
CD
N
0
N
00
A
1� E
5'tLuli+%(InI t+i
TYPICAL 8/12
OVERHANG
DETAIL
APR 12 2318
ST, Lucie COu
ntY, Permitting
ENGINEERED TIMBER
TRUSS SYSTEMS PRODUCTS
4-
0ECT
T_
BEAST COAST TRUSS
N
5285 ST. 1LUCIE BLVD. FT. PIERCE, FL 349646
0)
OFFICE: (77D 466-2480 'FAX: MD466-5336
('113
n
CUSTOMER:Ann Laberge
JOB NAME: Ann Laberge
ADDRESS:Refuge Lane
CITY/COUNTY: Port St Lucie
JOB # J33917
MODEL:Custom
SQ FT 3188
DATE 05/26/17
(LATEST=03/22/2018
ONCE WITH THF. FLORIDA ADMINISTRATIVE CODE.
115S-31.003 (3) (0, EAST COAST TRUSS i, the
Truss Design Engineer
Trusses are designed in acrordance with the
Florida Building Code
NOTE: A
By approving this placement plan(s), signatured r
anywhere on this sheet, the customer or his r
representitive acknowledges that this placement plan
complies with the structural intent of the project. r
The customer also acknowledges that this approval r
authorizes EAST COAST TRUSS to manufacture these
trusses and deliver them to the project indicated on this
drawing. r
The customer also acknowledges that he/she accepts
financial responsibility for any repair, engineering, and —I
labor required due to errors other than those of EAST Q
COAST TRUSS. Z
Signed: Date: LL
CODE = FBC 2017 TPI 2014 ASCE 7-10 LIJ
DESIGN CRITERIA =MWFRS C
OCCUPANCY CATEGORY= II G
EXPOSURE = C Q
MWF SPEED =170
BUILDING TYPE =ENCLOSED
MEAN HEIGHT: 20.00
GRAVITY LOADS U)
W
FLOOR: DUR FACTOR= 1.0 J
PSF=TCLL-TCDL-BCLL-BCDL Z
40.0,10.0,0.0,5.0 :D
ROOF: DUR FACTOR= 1.25 U)
PSF=TCLL-TCDL-BCLL-BCDL W
20.0,10.0,0.0,10.0 U)
LOADS PER FBC & FRC W
"NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE LL 20 psf
W
DEFINITIONS
MWF = MAIN WIND FORCE O
C&C = COMPONENTS AND CLADDING
TOB = TOP OF BEARING
TC = TOP CHORD W
BC = BOTTOM CHORD U)
LL = LIVE LOAD
DL = DEAD LOAD
psf = POUNDS PER SQUARE FOOT
# = POUNDS o
UPLIFT MUST BY-PASS FLOOR TRUSSES Z
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING. o
ALL GIRDER/COLUMN LOADS MUST
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
2X6 STRONG BACK BRACING, 10'-0'r O. C., IS
RECOMMENDED ON FLOOR TRUSSES n
SPANNING 20'-0" OR MORE O
AUTION: SPANS GREATER THAN 30'-0" f ,
UST BE SET WITH A SPREADER BAR. THE V
SPREADER BAR SHOULD BE AT LEAST 1/2 J
0
/3 IN LENGTH AS THE SPAN OF THE TRUSS
EING SET.
EFER TO BCI-B1 FOR COMPLETE O
RECTION AND SAFETY PROCEDURES. 0
ALL BEAMS BY BUILDER n
NOTE: TRUSSES DO NOT 0..
SUPPORT ANY PLANT SHELVES
REVISIONS
1- 8/15/17 Flipped the building Ift to rt
2- 8/22/17 Revised LVL beam to 4ply 11 7/8" by 4-
21'-4 1/2" long. (22'-0" nominal) O
3-
6- FILE Cop
I..L
TRUSS PLACEMENT PLAN - (1/4" if plotted 2436) . Designed By: BH