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FULL HEIGHT 2x BLOCKING <br />BETWEEN OUTRIGGERS <br />ADD ROW OF BRACING <br />AS REQUIRED. <br />'T'-2x6 DIAGONAL <br />BRACE @ 48" O.C. W/ <br />4-10d NAILS EA. END <br />2-26 CONT. HORIZ. <br />L-REINF W/ 4-10d <br />NAILS TO EACH TRUSS <br />WEB <br />DROPPED STRUCTURAL <br />GABLE ROOF TRUSS <br />SIMPSON H2.5A HURRICANE TIE @ EA. 2x <br />2x OUTRIGGER @ 24" O.C. FOR OVERHANGS <br />GREATER THAN 18". OTHERWISE 2x GABLE <br />BLOCKING @ 24" O.C. <br />SIMPSON LUS24 HANGER UPSIDE DOWN <br />X <br />M............... <br />� <br />MAX. <br />45' <br />X <br />M <br />0 <br />FULL HEIGHT 2x ROOF DIAPHRAGM <br />BLKG. @ 48" O.C. W/3-16d NAILS <br />EA. END TO TRUSS. NAIL ROOF <br />SHEATHING. <br />2x4x12'-0" BTM. CHORD <br />PERMANENT CONT. LATERAL <br />RESTRAINT @ 48" O.C. W/ 2-10d <br />NAILS TO EACH TRUSS (SEE <br />TRUSS DRAWINGS FOR ADDITIONAL <br />BTM. CHORD BRACING) <br />T -2x6 GABLE END WALL PERMANENT DIAGONAL BRACING <br />48" O.C. W/ 3-1Od NAILS TO BLOCKING & 4-10d <br />TOE -NAILS TO WALL PLATES <br />SIMPSON 1/4"x6" SDS SCREWS 32" O.C. AT PLATES UP INTO <br />GABLE TRUSS AND AT PLATES TO KICKERS <br />SECTION DETAIL - roof truss rake wall brace <br />NOT TO SCALE <br />Wallace <br />ARCHITECTURE, PLLC <br />311 Third Street <br />Excelsior, MN 55331 <br />952.913.96411 <br />These documents are instruments of <br />service, and, as such, remain the <br />property of wallace ARCHITECTURE, <br />pllc. Use or publication of these <br />documents requires written approval <br />from wallace ARCHITECTURE, pllc. <br />-0 <br />LO <br />M <br />O <br />O <br />Lo <br />� <br />Q) <br />Z <br />+ <br />0 <br />(Q <br />`J <br />c <br />O_ <br />Z <br />J <br />+� <br />+-' <br />p <br />C9 <br />O <br />J <br />Project Number: <br />2410 <br />Project Architect: <br />Dan Wallace <br />Drawn By: <br />Dan Wallace <br />Date of Issue: <br />BID.1 - 25 Jan 2025 <br />21 Jan 2025 <br />DD.1 - 18 Dec 2024 <br />SD.1 - 12 Dec 2024 <br />09 <br />74 <br />