HomeMy WebLinkAboutTRUSS PLACEMENT PLAN REVISIONWARNIN
THIS -IS -A PLACEMENT PLAN FOR ER7n=D
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
BRACING:
1) FOR THE ERECTION BRACING FOLLOW
-SEE FINAL ENGINEERING SHEETS FOR THE
STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
-BACK CHARGT-S WILL NOT BE ACCEPTED UNLESS OUR
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS
LL BEARING POINTS MUST BE
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
EAST COAST TRUSS.
NSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
PLIES AND THE CONNECTION INFORMATION.
OUR DESIGN DEPARTMENT MUST APPROVE
OTHERWISE NOTED. INSTALL HANGERS ACCORDING
NSTALLED PRIOR TO INSTALLING
USSES
OF OTHERS.
AND/OR REPAIRS TO TRUSSES IN
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
NY TRUSSES! FAILURE TO DO SO MAY RESULT
FOLLOW INSOTRUCTDIONS ON THEOBCO I BR SUMMARY
3) INSTALLILITY
WEB BRACING AS STATED ON SEALED
ADVANCE.
N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES.
I SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
lENGINEERING TRUSS DRAWINGS.
TRUSS PLACEMENT PLAN
G1'&/tL
scANNE
3Y
S. Lucia CW*
Top of Plate @ 111-411//
Builder to Frame
Down to 9'-0" Ceilin
All 2x Ledgers by Builder
Builder Must Verify ALL Deflection Criteria
Prior to Production of Trusses
Deflection Criteria:
LL Def Less than L/240
TL Def Less than L/180
- --- -�
(2) 2x10 Ledger by
Builder Top of Ledger
(per Structural plans)
11'-0-1 /2"
r3
Ima
Indicates Left End Of Truss
nn I _nvnut & Enaineerina She
N i \
2x4 / 24" Deep Floor Trusses U.N.O.
a�'`
RED TIMBER
ITEMSECT
PRODUCTS
r�
4-
O
EAST COAST TRUSS N
5285 ST. LUCIE BLVD. FT. PIERCE. FL 349646
OFFICE: (772) 466-2480 FAX. (772)466-5336 (�
rOMER:Phoenix Realty Homes, Inc.
NAME: Lot 5 Queens Isle
RESS:Lot 5
/COUNTY:Fort Pierce
# 29239
! FT 559
TE 08/18/15 _
SIDIS 31.W (3) (O, CAST COAST TRE'r a Ae
"Teun Baip Eopsr"
Flaritle &�iMiq Cade
NOTE:
A
By approving this placement plan(s), signatured
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
trusses and deliver them to the project indikted 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.
z
Signed: Date:
IL
r)
CODE = FBC 2014/TP12007 ASCE 7-10
DESIGN CRITERIA =MWFRS
DCCUPANCY CATEGORY= 11
EXPOSURE = D
Q
MWF SPEED =170
�.
BUILDING TYPE =ENCLOSED
MEAN HEIGHT: 27
GRAVITY LOADS
CA
W
FLOOR: DUR FACTOR=1 ,0
J
z
PSF=TCLL-TCDL-BCLL-BCDL
40.0115.0,0.0,10.0
ROOF: DUR FACTOR= 1 ,25
(n
PSF=TCLL-TCDL-BCLL-BCDL
W
30.0,15A0.0,10.0
U?
LOADS PER FBC & FRC
*NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE LL 20 psf
I—
W
U)
DEFINITIONS
MWF = MAIN WIND FORCE
O
C&C = COMPONENTS AND CLADDING
�—
TOB = TOP OF BEARING
W
TC = TOP CHORD
BC =BOTTOM CHORD
(n
LL = LIVE LOAD
DL = DEAD LOAD
psf = POUNDS PER SQUARE FOOT
# =POUNDS
O
UPLIFT MUST BY-PASS FLZ5017TRUSSES
z
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING.
O
ALL GIRDER/COLUMN LOADS MUST
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
1-
2-
3-
4-
5-
6-
RECOMMENDED ON FLOOR TRUSSES
SPANNING 20'-0" OR MORE
BE SET WITH A SPREADER BAR. THE
kDER BAR SHOULD BE AT LEAST 1/2
IN LENGTH AS THE SPAN OF THE TRUSS I<
NG SET. ,„,�>j
TO BCI-B1 FOR COMPLETE O
ON AND SAFETY PROCEDURES. 0
aL BEAMS BY BUILDER
NOTE: TRUSSES DO NOT CL
SUPPORT ANY PLANT SHELVES