HomeMy WebLinkAboutTRUSS PLACEMENT PLANWARNING*
7HIb IS A PLACEMEN I FJLAN FUK ENGINEEREL)
-BRACING:
-SEE FINAL MINEERING SHEE I b FOR I HE
-BACK CHARGES WILL NOT BE ACCEI- I EU UNLESS OUR
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
1) FOR THE ERECTION BRACING; FOLLOW
STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
DESIC3N DEPARTMENT APPROVES THEM IN ADVANCE
LL BEARING POINTS MUST BE
DIAPHRAMS 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) PERMANENT BRACING FOR THE STRUCTURE IS HE
OUR DESIGN DEPARTMENT MUST APPROVE
OTHERWISE NOTED. INSTALL HANGERS ACCORDING
FOR ERECTIOWAND INSTALLATION OF TRUSSES
RESPONSIBILITY OF OTHERS.
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
TO VE CURRENT SIMPSON STRONG -TIE CATALOG
NY 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 JFzNGINEERING
TRUSS DRAWINGS.
VY V
5' 9"
10'
3"
17' 2"
2' 6"
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6' 10
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12' 1"
5' 9"
WALL HEIGHT CHANG
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7' 6"
23' 4"
64' 0"
TRUSS PLACEMENT
PLAN
9' -4" PLATE HT. IX NS�S,
10'-8" PLATE HT.
11'-4" PLATE HT.
12'-0" PLATE HT.
14' -0" PLATE HT.
KNEEWALL BY BLDR. TOP @
14' -0" , BTM. @ 9' -4" & 11' -4"
HARDWARE:
=HU526 HANGERS (QTY. 21)
=HTU210 HANGERS (QTY. 1)
=HHU528-2 HANGER (QTY.1)
=U24 HANGER (QTY. 7)
"wGINEERr.Cr TrtBER
LISS SYSTEWS =2 f31.£:'S T_
4—
ECT
O
EAST COAST TRUSS
5285 ST. LUCIE BLNIDU Fr. PIERCE FL. 34946
OFFICE: (772)466-2480 FAX (773)466-5336 0-
USTOMER:GHO Homes
)B NAME: Lot 95 Meadowood
DDRESS:Lot 95 Meadowood
ITY/COUNTY:Ft. Pierce/ St. Lucie
# J36188
MODEL:Avalon Americana
GARAGE
SQ FT 3912
DATE 06/07/18 ILA I Eb I=
61G15S-31.003 (3) (e), EAST COAST TRUSS is the
"Truss Design Engineer
Trusses are designed in accor aim with the
Flonda Building Cede
By approving this placement plan(s),
ignatured anywhere on this sheet, the customer
r his representitive acknowledges that this
lacement plan complies with the structural inten
f the project.
The customer also acknowledges that this
pproval authorizes EAST COAST TRUSS to
lanufacture these trusses and deliver them to
ie project indicated on this drawing.
The customer also acknowledges that he/she
ccepts financial responsibility for any repair,
ngineering, and labor required due to errors
ther than those of EAST COAST TRUSS.
ned:
CODE = FBC 2017lTP12014 ASCE 7-10
DESIGN CRITERIA =MWFRS
OCCUPANCY CATEGORY= II
FILECOPY EXPOSURE MWF SPEED =160
BUILDING TYPE =ENCLOSED
MEAN HEIGHT: 16.00
FLOOR: DUR FACTOR= 1.0
PSF=TCLL-TCDL-BCLL-BCDL
40.0720.0,0.0,5.0
ROOF: DUR FACTOR= 1.25
'SF=TCLL-TCDL-BCLL-BCDL
20.0,15.0,10.0*,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
TIC = 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
ON ENGINEERED TRUSS DRAWING.
RECOMMENDED ON FLOOR TRUSSES
SPANNING 20'-0" OR MORE
BE SET WITH A SPREADER BAR. THE
tDER BAR SHOULD BE AT LEAST 1/2
IN LENGTH AS THE SPAN OF THE TRUSS
NG SET.
EFER TO BCI-B1 FOR COMPLETE
SCANNED RECTION AND SAFETY PROCEDURES.
BY ALL BEAMS BY BUILDS
St: Lucie Cc
SUPPORT ANY PLANT SHELVES
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