HomeMy WebLinkAbout4-22-20 truss layout reviewed and approved... _ _..
vVA
TIMBER
PRODUCTS
no no
COMPONENTS AS DEFINED BY WTCA 1 no 1995.
kLL BEARING POINTS MUST BE DIAPHRAMS HAVE NOT BEEN ANALYZED BY
NSTALLED PRIOR TO INSTALLING EAST COAST TRUSS,
FOR ERECTION AND INSTALLATION OF TRUSSES
kNY TRUSSES! FAILURE TO DO SO MAY RESULT FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
V DAMAGED TRUSSES AND WILL VOID ALL WARANTIES, SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
2'-0"
2x6
TYPICAL
OVERHANG / PITCH
DETAIL
301011
Indicates Left End Of Truss
BRACING: nSEE FINAL ENGINEERING SHEETS FOR THE
1) FOR THE ERECTION BRACING FOLLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
NSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION.
2) PERMANENT BRACING FOR THE STRUCTURE IS HE mOUR DESIGN DEPARTMENT MUST APPROVE
RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE,
NGINEERING TRUSS DRAWINGS.
COFFER
2'-6" CEILING
DETAIL AT
All „ rift BEARING
91-4" BEARING
111 4" BEARING
14'4" BEARING
USP or
EQUIV.
HANGERS
HUS26 (17)
12" DEEP COFFER
CEILING
9'4" FLAT CEILING
111 4" FLAT CEILING
14'-0" FLAT CEILING
i u. u ��
x x x y�
X X
F
BACK CHARGES WILL NOT BE ACCEPTED UNLESS OL
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
ALL HANGERS ARE SIMPSON STRONG -TIE OR USP
UNLESS OTHERWISE NOTED, INSTALL HANGERS
\CCORDING TO THE CURRENT SIMPSON STRONG -TIE
)R USP CATALOG
AR' All
illy signed by
lel Martinez
2020.03.17
:21-04'00'
TOMER:Crist Construction
NAME: Stefanakis Res
/COUNTY:St Lucie Co
# J39343
MODEL:Custom SFR
FT 3358 ft2
DATE 03/16/20 (LATEST=/ /
"Trans Design Engineer"
Trusses are designed in accordance srilh she
Florida 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:
IE = FBC 2017/TP12014 ASCE 7-10
IGN CRITERIA =MWFRS
UPANCY CATEGORY= 11
DSURE = C
o SPEED =200
.DING TYPE =ENCLOSED
N HEIGHT: 16 ft
FLOOR: DUR FACTOR= 100
PSF=TCLL-TCDL-BCLL-BCDL
40.0,10.0,0.0,5.0
ROOF: DUR FACTOR= 1 a25
S F=TCLL-TC D L- B C L L-BCD L
30.0,15.0, 0.0,10.0
LOADS PER FBC & FRC
*NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE LL 20 psf
DEFINITIONS
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
ON ENGINEERED TRUSS DRAWING.
RECOMMENDED ON FLOOR TRUSSES
SPANNING 20'-0" OR MORE
IN LENGTH AS THE SPAN OF THE TRUSS
NG SET.
ER TO BCI-B1 FOR COMPLETE
:CTION AND SAFETY PROCEDURES,
ALL BEAMS BY BUILDER
SUPPORT ANY PLANT SHELVES
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1— PVOP DRAWING / SUBMITTAL REVIEW Ta""
PROVED I] APPROVED AS NOTED
2 ti REVISE AND RESUBMIT ❑REJECTED. 3 O
SUBMITTALWAS REVIEWED FOR DESIGN CONFORMITYAND
4m, CONFORMANCEGENERAL ONLY. THECONTCONTRACT
ISRESPONSIBLE M FOR
5m,
CONFIRMING
FOR TORANCE, CLEARANCE, QUANTITIES, FABRICATION
6- PROCESSES AND TECHNIQUES OF CONSTRUCTION• ^,
COORDIN ION OF HIS WORK WITH pTHER TRADES AND lV
FULL IANCEWII'H CONTRACU EN TS }!1
By: Date: Z �
Architectonic Inc. Dan . -. -. -. I.,