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NOTES.
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COMPOSITION ROOF z
ROOF PITCH: 8/12 & 4/12 a
OVERHANG: 1-08-00 C C to
TOP CHORD LIVE LOAD: 25 psf .C)
TOP CHORD DEAD LOAD: 8 psf U> O
BOTTOM CHORD DEAD LOAD: 7 psf
WIND LOAD & EXPOSURE: Vult 120 mph - Exp. B N Q �
TRUSS TO PLATE CONNECTION BY OTHERS \ ❑ N
LAYOUT NOT TO SCALE c: 00 O a O
O 0 GENERAL NOTES r , c:
V
THIS DRAWING .PROVIDES TRUSS DIMENSIONS AND LOCATIONS ONLY L� �
AND SHALL ALWAYS BE USED IN CONJUNCTION WITH APPROVED Y a
ARCHITECTUAL AND STRUCTURAL DRAWINGS L ! N
2 0000
THE GENERAL CONTRATOR SHALL VERIFY ALL DIMENSIONS IN m0 N
WRITING AND BE RESPONSABLE FOR REPORTING ANY IL
DISCREPANCIES TO THE MANUFACTURER PRIOR TO FABRICATION.
3.
TRUSSES ARE EXTREMELY FLEXIBLE UNTIL ALL FORMS OF BRACING
ARE IN PLACE AND FASTENED. FOR ERRECTION AND BRACING
RECOMMENDATIONS, SEE THE ENCLOSED BCSI-B1 & BCSI-B3
SUMMARY SHEETS.
4
BEFORE INSTALLING TRUSSES, REFER TO INDIVIDUAL ENGINEERED
TRUSS DRAWINGS. LOCATE THE TOP AND BOTTOM CHORDS, AND
PLACE TRUSSES ACCORDINGLY. BRACE INDICATED ON THE
ENGINEERED TRUSS DRAWINGS IS MANDITORY AND PERMANENT.
5
FOLLOW PROJECT ENGINEERS / DESIGNERS INSTRUCTION ON TIE
DOWNS, NAILING AND OVERALL SWAY BRACING.
6
DO NOT CUT, DRILL, OR ALTER TRUSSES IN ANY WAY WITHOUT
WRITTEN AUTHORIZATION FROM THE TRUSSCO & BUILDING SUPPLY.
THE CONTRACTOR ASSUMES SOLE RESPONSABILITY OF ANY
ALTERATION OF A TRUSS WITHOUT WRITTEN APPROVAL FROM THE
TRUSSC0 & BUILDING SUPPLY.
SUPERIMPOSED LOADS:
MATERIAL SHALL BE STORED ON A TRUSS SYSTEM UNTIL ALL
PERMANENT BRACING HAS BEEN COMPLETELY INSTALLED.
B. CONCENTRATED & UNIFORM LOADS DUE TO CONSTRUCTION
AND/OR OCCUPANCY SHALL NOT EXCEED THOSE SPECIFIED BY
THE TRUSS DESIGNER AS TO WEIGHT AND LOCATION.
C. LOADS SHALL NOT BE SUSPENED FROM THE BOTTOM CHORDS OF
TRUSSES UNLESS THE TRUSSES HAVE BEEN DESIGNED TO
SAFELY CARRY THE APPLIED LOAD.
oi.
IMPORTANT:
1. SEE BCSI-B1 SUMMARY SHEET FOR HANDLING, INSTALLING,
.RESTRAINING AND TEMPORARY BRACING REQUIREMENTS.
2. SEE ENGINEERED TRUSS DRAWINGS AND SUPPLIED BCSI-63
FOR PERMANENT BRACING REQUIREMENTS
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