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COMPOSITION ROOFING <br />ROOF VENTILATION <br />1 SQ. FT. OF VENT FOR EVERY 150 SQ. FT. <br />OF ATTIC AREA. <br />ASPHALT SHINGLES SHALL BE FASTENED <br />ACCORDING TO MANUFACTURERS INSTRUCTIONS <br />TO SOLIDLY SHEATHED ROOFS. NOT LESS <br />THAN 4 NAILS PER EACH 36" TO 40" STRIP <br />SHINGLES AND 2 NAILS PER EACH 9" TO 18" <br />INDIVIDUAL SHINGLE. <br />(TABLE 15-B-1) <br />SEE TRUSS DATA SHEET <br />ENGINEERED ROOF TRUSSES AT 24" O.C. <br />ATTACH TO TOP PLATE WITH SIMPSON H-2 <br />HURRICANE ANCHORS. BRACING PER TRUSS <br />DATA SHEETS AND B W T-76 WITH W <br />BRACING AT GABLE ENDS AND WEB BRACING <br />WHERE NEEDED. <br />ALUM FOOL ENCLOSURE <br />NORTH EAST ELEVATION <br />MAR 2 12018 <br />CITY OF ORONO <br />Scale 3/16" = 1'-0" <br />TRUSS NOTES: <br />1. ALL TRUSSES SHALL CARRY MANUFACTURERS STAMP. <br />ATTIC VENTILATION: <br />AREA/300 <br />2. ALL TRUSSES SHALL BE INSTALLED & BRACED TO MANUFACTURERS <br />SPECIFICATIONS. <br />PROVIDE 1" MIN. AIR GAP AT <br />EAVES WITH INSULATION <br />3. ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEP <br />BAFFLES TYP. AT ALL TRUSS <br />APPROVAL OF ENGINEERING CALCULATIONS. <br />BAYS. <br />4, ALL TRUSSES SHALL HAVE DESIGN DETAILS & DRAWINGS ON SITE FOR <br />PROVIDE GABLE VENTS ALL <br />FRAMING INSPECTION. <br />GABLE ENDS. <br />5. NON BEARING WALLS SHOULD BE HELD DOWN FROM THE TRUSS BOTTOM <br />PROVIDE GALV. ROOF VENTS <br />CHORD W/ SIMPSON STC TO INSURE THAT THE TRUSS BOTTOM CHORD WILL <br />ON BACKSIDE OF ROOFLINE <br />NOT BEAR ON THE WALL. <br />ABOVE CONDITIONED AREA. <br />6. ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER T <br />BE PROVIDED BY TRUSS MANUFACTURE. <br />7. ALL ROOF FRAMING 24" O.C. <br />8. ALL ROOF PITCH (see elevations) <br />9. SCISSORS TRUSS CEILING PITCH 2:12. <br />10. TRUSSES MANUFACTURED BY <br />11. ALL OVERHANGS 16". <br />ALUM FOOL ENCLOSURE <br />NORTH EAST ELEVATION <br />MAR 2 12018 <br />CITY OF ORONO <br />Scale 3/16" = 1'-0" <br />