HomeMy WebLinkAboutAPPROVED Roddewig Truss PlanEN'r31f URED TUBER
THUSS SYSTEMS ' FRODUCiS
WARNING* ALL BEARING POINTS
MUST BE INSTALLED PRIOR TO
INSTALLING ANY TRUSSES! FAILURE TO
0 SO MAY RESULT IN DAMAGED TRUSSES AND WILL
OID ALL WARRANTIES.
CHIS IS A PLACEMENT FLAN FOR ENGINEERED
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
DIAPHRAMS HAVE NOT BEEN ANALYZED BY i
EAST COAST TRUSS.
=0R ERECTION AND INSTALLATION OF TRUSSES !
FOLLOW INSTRUCTIONS ON THE BCSI-131 SUMMARY
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS 11
ADDITION NOTE:..
IT IS THE BUILDERS RESPOR$151LLTY TO
ERIFY ALL EXISTING CONDITIONS, ECT
CANNOT BE RESPONSIBLE FOR MATCHING
EXISTING ROOF CONDITIONS.
UPON SIGNING. BUILDER AGREES TO ALL
CONDIT
�1.. ..
1) FOR THE ERECTION BRACING FOLLOW
NSTRUCTIONS ON THE BCSI-131 SUMMARY SHEETS
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
RESPONSIBILITY OF OTHERS.
3) INSTALL WEB BRACING AS STATED ON SEALED
ENGINEERING TRUSS DRAWINGS.
STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
PLIES AND THE CONNECTION INFORMATION.
OUR DESIGN DEPARTMENT MUST APPROVE
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
ADVANCE.
BACK CHARGES WILL NOT BE ACCEPTED UNLESS DU
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
ALL HANGERS ARE SIMPSON STRONG -TIE OR USP
UNLESS OTHERWISE NOTED. INSTALL HANGERS
kCCORDING TO THE CURRENT SIMPSON STRONG -TIE
)R USP CATALOG
BEARING ELEVATIONS
EXISTING
ASSUMED @
10'-0" A. F.F.
EXISTING @
12'-2€€ A.F.F.
12
6�
4 3/16" HEEL
3
i9. 12
2€ 0€t
TYPICAL END DETAIL
'_c C)f= LraA.95
tk_� s44 At;E L F u P,
Indicates Let End ,0Of Truss
On Layout & Engineeri Sheets
SHQP DRAWING BMITTAL RE
I,JARPROV�p
O REWSEAND RESUBh71 A OVSDAS NOTED
0 REJECTED
SUBMITTAL WAS pr% ..__ _ - ------ _
GENERAL CONFC
ONLY. THE Co
GONFtRMfNG AND
FULL
By.. - --A
A
Digitally signed IM`M
Manuel
Manuel Martine
• Date: ,2021.02.23 w
Ma rti ne ,18 , _ 42 M051001 F-
Z
ELT
EAST COAST TRUSS
5285 ST. LUCIE BLVD. Fr. PIERCE. FL 34946
OFFICE: (772) 466-2480 FAX: (772)466-5336
CUSTOMER:Biosca Construction
JOB NAME: Roddewig Addition
ADDRESS:10316 Inverness Way
CITYICOUNTY:Port St. Lucie / St/ Lucie
I
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J1D'- SlIATE OFDATE
4+� U•'.. •.' + `` r • kt ...IN
. SERIAL. #
400165OF1B6EIE10899A91IFBD8955F7
This drawing has been electronically signed and sealed by
Manuel Martinez, P.E. (FL. Lit. #471.82) an the date shown
above using a SHA-I authentication code.
JOB # J41330
JOB #
�+
MODEL:Custorn
SQ FT 9
02/22/21 LATEST=/ 1
ACCORDANCE Tl ME PEMUDA ADMINISTRATIVE CODE
61G1SS-31.003 (3) (c), EAST COAST TRUSS Is the
"Trutt Deslgn Engineer"
Trusses are designed In accordance with the
Florida Building Code
NOTE:
A
printed topics of this document are not considered signed
By approving this placement plan(s), signatured
and sealed and the SHA-1. authentication code mast be
anywhere On this sheet, the customer or his
verified on any electronic copies.
representitive acknowledges that this placement plan
i
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
Q
labor required due to errors other than those of EAST
COAST TRUSS,
Z
Signed: Date:
LL
W
CODE = FBC 2020/TP12014 ASCE 7-16
0—
DESIGN CRITERIA =MWFRS
OCCUPANCY CATEGORY= 11
EXPOSURE = C
MWF SPEED =160
BUILDING TYPE =ENCLOSED
U)
MEAN HEIGHT: 15
U)
GRAVITY LOADS
U)
W
FLOOR: DUR FACTOR= 1.0
Z
,
PSF=TCLL-TCDL-BCLL-BCDL
40.0110.010.0,5.0
ROOF: DUR FACTOR= 1.25
W
PSF=TCLL-TCDL-BCLL-BCDL
20.0120.0,0.0J 0.0
Cn
LOADS PER FBC & FRC
U)
*NON -CONCURRENT BC LL 10psf
ry
CONCURRENT BC STORAGE LL 30 psf
�--
W
U)
DEFINITIONS
MWF = MAIN WIND FORCE
O
C&C = COMPONENTS AND CLADDING
�--
TOB = TOP OF BEARING
W
TC = TOP CHORD
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.
!X6 STRONG BACK BRACING, 10'-0" O.C., 1S >—
RECOMMENDED ON FLOOR TRUSSES (L
SPANNING 20'-0" OR MORE O
AUTION: SPANS GREATER THAN 30'-0"
IUST BE SET WITH A SPREADER BAR. THE
PREADER BAR SHOULD BE AT LEAST 112 J
O
�3 IN LENGTH AS THE SPAN OF THE TRUSS
SING SET.
,EFER TO BCI-B1 FOR COMPLETE O
RECTION AND SAFETY PROCEDURES. 0
ALL BEAMS BY BUILDER ry
NOTE. TRUSSES DO NOT Q�
SUPPORT ANY PLANT SHELVES
1-
t-
2-
y-
3-
O
5-
6-
r
TRUSS PLACEMENT PLAN
(1/4" if plotted 24x36) . Designed By: SJ