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TOP OF BEARING
ATV-0" A.F.F.
*BUILDER'S WARNING*
* THIS IS A PLACEMENT PLAN FOR ENGINEERED
* SEE FINAL ENGINEERING SHEETS FOR THE
COMPONENTS AS DEFINED BY WTCA 1-1995.
STRUCTURAL DATA, NUMBER OF GIRDER AND
DIAPHRAGMS HAVE NOT BEEN ANALYZED BY
TRUSS PLIES AND THE CONNECTION INFORMATION.
EAST COAST TRUSS.
* OUR DESIGN DEPARTMENT MUST APPROVE
* FOR ERECTION AND INSTALLATION OF TRUSSES
ALTERATIONS AND/OR REPAIRS TO TRUSSES
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
IN ADVANCE.
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
* BACK CHARGES WILL NOT BE ACCEPTED
* BRACING
UNLESS OUR DESIGN DEPARTMENT APPROVES
1.) FOR ERECTION BRACING FOLLOW INSTRUCTIONS
THEM IN ADVANCE.
ON THE SCSI-B1 SUMMARY SHEETS.
* ALL HANGERS ARE SIMPSON STRONG -TIE
2.) PERMANENT BRACING FOR THE STRUCTURE
UNLESS OTHERWISE NOTED. INSTALL HANGERS
IS THE RESPONSIBILITY OF OTHERS.
ACCORDING TO THE CURRENT SIMPSON
3.) INSTALL WEB BRACING AS STATED ON SEALED
STRONG -TIE CATALOG.
ENGINEERED TRUSS DRAWINGS.
WARNING
ALL BEARING POINTS MUST
BE INSTALLED PRIOR TO
INSTALLING ANY TRUSSES.
FAILURE TO DO SO MAY RESULT IN
DAMAGED TRUSSES AND WILL VOID
ANY WARRANTIES.
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TYP. END DETAIL
TRUS " PLACEMENT PLAN
HANGER SCHEDULE
ALL 2x HANGERS ARE SIMPSON
HUS26 EXCEPT AS NOTED
HUS26 OTY =
HIPCATS _ 12 TY = 0
0
ENGINEERED TIMBER
TRUSS SYSTEMS PRODUCTS
5265 ST. LUCIE BLVD. FT. PIERCE FL. 34946
OFFICE:(772)466-2480 FAX:(772)466-5336
CUSTOMER: Mel-Ry Construction
JOB NAME: Baxter Residence
ADDRESS: 10701 S. Ocean Drive, #612
CITY/COUNTY: Jensen Beach/St. Lucie
JOB#: 26768
MODEL: ____ - ELE _
w/OPT
w/OPT
GARAGE -
- -- SQ FT ---
DATE:05/02/2014
In accordance with the Florida Administrative Code
61 G15S-31.003 (3) (c), EAST COAST TRUSS is the
Truss Design Engineer".
Trusses are designed in accordance with the
Florida Building Code
NOTE:
By approving this placement plan(s), signatured anywhere on
this sheet, the customer or his representative acknowledges that
this placement plan complies with the structural intent of the
project.
The customer also ocknowledges that this approval authorizes
EAST COAST TRUSS to manufacture these trusses and
deliver them to the proj)ect indicated on this drawing.
The customer ocknowledges that he/she accepts financial
responsible for any repair engineering and labor required
due to errors other than those of FAST COAST TRUSS
signed date
CODE: FBC 201O/TP12007 ASCE 7-10
DESIGN CRITERIA - C & C
OCCUPANCY CATEGORY: II
EXPOSURE CATEGORY = D
MWF SPEED: 170 M.P.H.
BUILDING TYPE: ENCLOSED
MEAN HEIGHT: 15 FEET
TRUSS SPACING 24" O.C. EXCEPT AS NOTED
Desigr-_d ;:/Lumber Vol!'Cz effective 6-1-1-7
GRAVITY LOADS
ROOF
TC LIVE: 30psf
TC DEAD: 15psf
BC LIVE: 10psf*
BC DEAD: 10psf
DUR FACTOR: 1.33
LOADS PER FBC & FRC
* NON -CONCURRENT BC LL 1 Opsf
CONCURRENT BC STORAGE LL 20psf
DEFINITIONS
MWF = MAIN WIND FORCE
C&C = COMPONENTS & CLADDING
TOB = TOP OF BEARING
TC = TOP CHORD BC = BOTTOM CHORD
LL = LIVE LOAD DL = DEAD LOAD
DL = DEAD LOAD # = POUNDS
psf = POUNDS PER SQUARE FOOT
CAUTION: SPANS GREATER THAN 30'-0"
MUST BE SET WITH A SPREADER BAR. THE
SPREADER BAR SHOULD BE AT LEAST 1/2
TO 2/3 IN LENGTH AS THE SPAN OF THE
TRUSS BEING SET,
REFER TO BCSI-131 FOR COMPLETE
ERECTION AND SAFETY PROCEDURES.
ALL BEAMS BY BUILDER
LS
NOTE: TRUSSES DO NOT
SUPPORT ANY PLANT SHELVES
REVISIONS
DATE
CHANGES:
INITIAL
1/4" if plotted 18x24
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