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HomeMy WebLinkAboutPermit Building 2018-07-23fiend ✓AULT ✓AULTj C c W O 0 0 M W O To o mcsO W a E"U= LL c U) rn m c M � Q g E �.�mo t7l 0E N CL c: cu ca — o > : w ME o-0 0� � a oc'3CL �� fr W Q� M� Ir LL W Lf O z O NOTES. iz®OF �- 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 v m C o m y m in ❑ a a mz O � d� n oZ�¢� v a� a ¢ v = v a >w v a wz v m C o m y m in ❑