HomeMy WebLinkAboutengineering (2)WARNING"
THIS IS A ENT PLAN FOR ENGINEERED
BRAOR
EE FINAL NE E G H E S FOR THE
BASIC CHARGES WILL NOT BE ACCEPTED UNLESS OUR
COMPONENTS A
COMPONENTS AS DEFINED BY NALY 1 -
FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS
AL D
STRUCTURAL DATA, NUMBER OF GIRDER AND
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
NULS BEARING POINTS MUST INSTALLED PRIOR TO
BY
HAVE NOT BEEN ANALYZED BY
N
N THE SUMMARY SHEETS
TRUSS
ALL HANGERS ARE S STRONG -TIE UNLESS
AI
INSTALLING TRUSSES! FAILURE DO SO MAY
EAST COAST TRUSS.
EAST COAST
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
ANENT
PLIES AND THE CONNECTION INFORMATION,
. IN
NOTED. INSTALL HANGERS ACCORDING
AL
AM
RESULT IN DAMAGED TRUSSES AND WILL VOID ALL
WILL
FOR ERECTION AND INSTALLATION TRUSSES
RESPONSIBILITY OF OTHERS.
DESIGN DEPARTMENT MUST APPROVE
TOOTHERWISECUR
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
ARANTIES.
FOLLOW INSTRUCTIONS ON THE SI SUMMARY
3) INSTALL WEB BRACING AS STATED ON SEALED
LT
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
D TRUSS
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
ENGINEERING TRUSS DRAWINGS.
ADVANCE.
EXISTING:
VERIFY ALL CONDITIONS,
PITCH, HEEL & DIMENSIONS
A01
A01
A01
A01
A01
A01 GE
PAUL WELCH INC.
MECH-ELECT-CIVIL ENG.
1984 SILTMORE ST. #114
PORT SAINT LUCIE, FL 34984
PAUL WELCH P.E.
FLA REG NO.29945
MV5
." 5CT
EAST COAST TRUSS
CUSTOMER: Loren Hall
JOB NAME:HALL ADDITION
ADDRESS:1040 Pulitzer Rd.
File�pa�'d:vgygr�vnR1
Copy
CITY/COUNTY: Ft. Plercefindien River
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JOB It J33302
✓
MODEL:CUSTOM ONE STORY
SOFT=184
DATE 02/22/17
(LATEST 03/09/17 )
IN ACCORDANCE WITH THE FLORIDA
ADNEINISTILkI VE CODE
"
dIG15B-31.003 (3) (c), EAST COAST TRUSS is the
"Truss Design Engineer"
Trusses are designed in aceurdana with the
Floods Building Code
ADDITION NOTE:
_
NOTE:
IT IS THE BUILDERS RESPONSIBILITY TO
By approving this placement plants), signatured
VERIFY ALL EXISTING CONDITIONS,
anywhere on this sheet, the customer or his
EAST COAST TRUSS CANNOT BE
g� _e
presentative acknowledges that this placement plan
APR i
complies with the structural Intent of the project.
RESPONSIBLE FOR MATCHING
The customer also acknowledges that this approve'.
EXISTING ROOF CONDITIONS.
authorizes EAST COAST. TRUSS to manufacture
UPON SIGNING, BUILDER AGREES
Lucie CiY V:;, -i-
these trusses enedonthider m torawin the project
indicated on this drawing.
TO ALL CONDITIONS AS
S1•
The customer also acknowledges that he/she
SHOWN ON THIS LAYOUT
accepts financial responsisilty, for any repair,
engineering, and labor required due to errors other
9' 31t
Indicates Left End Of Truss
than those of EAST COAST TRUSS.
On Layout & Engineering Sheets
signal: Data:
A02GE
ODE =FBC 2014RPI2007 ASCE 7-10
2' 1 1/2" FAN HEIGHT=15.00
ROOF: OUR FACTOR = 1.25
PSF= TOLL-TCDL-BCLL-BCOL
0 20.0,7.0,0.0,1 0.0
ih LOADS PER FBC & FRC
CV `NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE LL 20 psi
O
Q MWF = MAIN WIND FORCE
C&C = COMPONENTS AND CLADDING
TOB = TOP OF BEARING
TC = TOP CHORD
BC - BOTTOM CHORD
LL = LIVE LOAD
_ OIL = DEAD LOAD
psf = POUNDS PER SQUARE FOOT
# = POUNDS
TION: SPANS GREATER THAN 30'-0"
15' 01' \ I MUST UBE SET WITH A SPREADER BAR. THE
SPREADER BAR SHOULD BEAT LEAST 112 TO
2I31N LENGTH AS THE SPAN OF THE TRUSS
BEING SET.
APR 14 20,? TRUSS PLACEMENT PLAN
4 r-
3 15/16"
REFER TO BCI-131 FOR COMPLETE
ERECTION AND SAFETY PROCEDURES.
I
(114"if plotted 11x17). Designed By:CJ