HomeMy WebLinkAbout1811-0383 TRUSS PLACEMENT PLANCOMPONENTS AS DEFINED BY WTCA 1 - 1995.
1) FOR THE
ERECTION BRACING FOLLOW
STRUCTURAL DA-A, NUMBER OF GIRDER AND TRUSS
kLL BEARING POINTS MUST BE
DIAPHRAMS HAVE NGT BEEN ANALYZED BY
STRUCTIONS
ON THE BC I-B1 SUMMARY SHEETS
PLIES AND THE C)NNECTION INFORMATION.
NSTALLED PRIOR TO INSTALLING
EAST COAST TRUSS.
I
2) PERM
IE
NENT BRACING FOR THE STRUCTURE IS HE
OUR DESIGN DEPARTMENT MUST APPROVE
FOR ERECTION AND INSTALLATION OF TRUSSES
SPONSILITY
OF OTHERS.
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
kNY TRUSSES! FAILURE TO DO SO MAY RESULT
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
3) INSTALL
WEB BRACING AS STATED ON SEALED
ADVANCE.
V DAMAGED TRUSSES AND WILL VOID ALL WARANTIES.
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
ENGINEERING
TRUSS DRAWINGS.
r
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
ALL HANGERS ARE SIMPSON OR USP STRONG -TIE
JNLESS OTHERWISE NOTED. INSTALL HANGERS
tCCORDING TO THE CURRENT SIMPSON OR USP
;TRONG-TIE CATALOG
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4' 2" 12' 7" 12' 7" 21' 8" 11, 01,LE T
62 OFF
4-
Mae
nd i cat es Left End Of Truss
On Layout & Enai neer i ng Sheets
HANGER SCHEDULE
HGUS28-3 HANGER QTY. (2)
HUS26 HANGER QTY. (19)
SUH24 HANGER QTY. (3)
U24 HANGER QTY. (2)
WALL LEGEND
10'-0" WALL HE IG HT
12'-0" TOP OF BEAM
TRUSS SYSTEMS PRODUCTS
FILE COPY EIT
EAST COAST TRUSS
5285 ST. LIJCIE BLVD. FT. PIERCE, FL 34946
OFFICE:(772)466-2480 FAX:072k166-5336
USTOMERMarry Blue Bldrs. Inc.
)B NAME: Walker Res.
DDRESS:3705 Tanager Place
ITY/COU N TY: Port St. Lucie/St. Lucie
# J36845
EL:
SO FT
DATE 10/15/18 ILA I E6 I 0/30/18
30
61G15S31.03 f31 (0. EAST COAST TRUSS is the
"Truss Dnign Engineer"
Trusses are designed in a<mrdance with the
M.6de Building Cade
NOTE:
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 indicated 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.
Signed: Date:
ODE =FBC 2017/TPI2014 ASCE 7-10
ESIGN CRITERIA =MWFRS
CCUPANCY CATEGORY=11
XPOSURE = C
WF SPEED =170
UILDING TYPE =ENCLOSED
EAN HEIGHT: 21
FLOOR: DURFACTOR=
PSF=TCLL-TCDL-BOLL-BCDL
40.0,10.0,0.0,5.0
ROOF: DUR FACTOR= 1.33
PSF=TCLL-TCDL-BCLL-BCDL
30.0,17.0,0.0,10.0
'NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE LL 20 psf
MWF = MAIN WIND FORCE
C&C = COMPONENTS AND CLADDING
TOB = TOP OF BEARING
TC =TOP CHORD
BC = BOTTOM CHORD
LL = LIVE LOAD
DL = DEAD LOAD
psf = POUNDS PER SQUARE FOOT
# =POUNDS
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING.
ALL GIRDER/COLUMN LOADS MUST
BY-PASS FLOOR TRUSS UNLESS SHOWN
A#unoO afonl fc ON ENGINEERED TRUSS DRAWING.
Alb
(73NNH0c RECOMMENDED ON FLOOR TRUSSES
SPANNING 20'-0" OR MORE
12
6r�
UST BE SET WITH A SPREADER BAR. THE
PREADER BAR SHOULD BE AT LEAST 1/2
'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
1-10/30/18 Revised front entry heel height. DH
2-
3-
4-
5-
6-
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TRUSS PLACEMENT PLAN
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