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** *TRUSSES HAVING AN OVERALL SPAN EXCEEDING 35 FEET OR
6 FEET OVERALL HEIGHT, ERECTION SHALL BE SUPERVISED
BY EITHER A REGISTERED ENGINEER OR REGISTERED ARCH-
ITECT RETAIN BY THE CONTRACTOR. * **
ALL ROOF TRUSSES ARE
SPACED AT 24+' O.C.
** ATTENTION BUILDER **
ALL DIMENSIONS
OVERHANGS, PITCH, ECT.
TO BE CHECKED
BEFORE ORDERING TRUSSES
IT IS YOUR RESPONSABILITY
TO CHECK OUR TRUSS PLAN
TRUSS TO TRUSS -C _NN.
HANGERS SPECIFIED OR EQUIVALENT HANOE- A- MAY" -6E !USED, CONNECT.
HANGER IN ACCORDANCE TO THE MANUFACTURE'S SPECIFICATIONS
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ROOF TRUSS PLAN PLACEMENT
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LOCATION
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DESIGN LOADING
ROOF LOADING :30-15-0-10 PSF
WIND DESIGN VELOCITY: 180 MPH
ANALISYS TYPE: COMPONENT /
CLADDING ASCE 7 -10
LUMBER: 1.33 PLATES: 1.33
FBC2010/TP12007
Kd :.85
APPROVED TRUSS ANCHOR BY BUILDER
SQUARE CUT OVERHANG
HEEL HEIGHT- 6- 1/16"
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