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, , . , <br /> USP RT7A HURRICAN TlE � EA 2x <br /> 2x OUTRIGGER � 24` OC FOR OVERHANGS <br /> GREATER THAN 18". OTHERWISE 2x GABLE <br /> BLOCKING � 24' OC. <br /> USP JUS24 HANGER UPSIDE DOWN <br /> 2x4 ROOF DIAPHRAGM <br /> 2x6 DIAGONAL BRACE BLKG � 48" OC <br /> � 48" OC W/ 2-10d NAILS W/2-16d NAILS <br /> EA END „ EA END TO TRUSS. <br /> CONT HORIZ L—REINF W/ �( NAIL ROOF SHEATHING <br /> 2-10d NIALS TO EACH L—�- <br /> TRUSS WEB MAX. <br /> 2x4x12'-0" BTM CHORD <br /> DROPPED STRUCTURAL 45• PERMANENT CONT LATERAL <br /> GABLE ROOF TRUSS -- ; RESTRAINT � 48` OC W/ 2-10d <br /> NAILS TO EACH TRUSS (SEE TRUSS <br /> DRAWINGS FOR ADDI110NAL BTM <br /> CHORD BRACING) <br /> 2x6 GABLE END WALL <br /> PERMANENT DIAGONAL BRACING <br /> � 48" OC W/ 2—tOd NAILS TO <br /> BLOCKING & 2-10d TOE—NAILS <br /> TO WALL PLATES <br /> USP MP5 CLIP � 4'-0" OC <br /> AT TRUSS TO PLATE & <br /> KICKER TO PLATE UNLESS <br /> NOTED <br /> I HEREBY CERi�Y THAT 1HIS PLAN WAS <br /> PREPARm BY ME OR UNDER AIY DIRECT <br /> SUPERWSION AND THAT I /UA A DULY <br /> UCENSED PROFES90NAL ENqNEER UNDER <br /> THE UWS OF 1HE STATE OF MINNESOTA <br /> � u.a,�«S ----- <br /> DAlE 7-27-12 REG.N0. 26490 <br /> B u n ke rs & A.ssociotes LLC Myhran Residence �i �� 12oaa _ <br /> 2280 FOx St. �t° �-2�_i2 — <br /> Orono, MN °roini BY EMB — <br /> structural <br /> engineers <br /> 651 .366.2853 <br />