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PERMANENT ROOF TRU55 BRACING NOTES: <br />(51NOLE FAMILY HOME OR TOWNHOU5E CONSTRUCTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" 0.0 <br />1. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY <br />INFORMATION (BC51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 t BRACING OF <br />METAL PLATE CONNECTED WOOD TRUSSES," (2008 EDITION). <br />2. TOP CHORD BRACING: <br />TOP C14ORD5 SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/05B 5HEATHIN6. <br />• IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLINS FASTENED TOP <br />CHORD, CONTACT MtK FOR BRACING DE516N, <br />3. BOTTOM CHORD BRACING: <br />a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED G.W.B. GEILIN6 <br />4. WEB MEMBER BRACING: <br />THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEB5, VERTICAL5) THAT REQUIRE <br />LATERAL BRACIN6/RE5TRAINT. <br />a. 'T' OR 'L' BRACE: <br />WHERE BRACING 15 REQUIRED AS INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRACES (REFERENGE <br />BC51-133 FIGURES 133-16 t 133-I14). SHOP APPLIED REINFORCEMENT PER BC51-133 FI6URE5 133-22 t BC-23 15 <br />ACCEPTABLE. <br />• 'T' t 'L' REINFORCING MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTICAL MEMBER. <br />• 'L' t 'T' REINFORCING To BE A MINIMUM OF 90% of THE LENGTH of THE WEB/VERTICAL MEMBER. <br />• FA5TEN 'L' OR 'T' REINFORCING TO WEB/VERTICAL W/ Ibd GUN t4AIL5 (0.131x3 1/2") AT 6" O.G. <br />b. CONTINUOUS LATERAL BRACING ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY CONFIGURED ROOF TRUSSES ALIGN, CONTINUOU5 ROW5 OF LATERAL <br />BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRACES. <br />• CONTINUOUS ROW5 of LATERAL BRAGIN6 SHALL CONSIST OF MINIMUM 2x4. ROW5 SHALL 13E LAP SPLICED <br />ONE TRUSS BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRUSS COMPRESSION WEB w/ (2) 16d <br />GUN NAILS (0.131x3 1/2"). <br />• CONTINUOUS LATERAL BRACING SHALL BE RESTRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER t MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE GONTINWU5. PROVIDE ONE <br />ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRU55ES GLO5E5T TO EACH GABLE END <br />WALL t ADDITIONAL DIAGONAL5 AT 20'-0" A5 REQUIRED. <br />DIAGONAL BRAGE NAILED TO OPPOSITE <br />PROVIDE (2) 16d NAILS 0 51DE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIRECT APPLIED PLYWOOD/O5B <br />ROOF 5HEATHIN6 <br />CONTIN. LATERAL BRACING <br />TO LAP ACRO55 MIN. (1) <br />TRU55 BAY AS SHOWN <br />2x STRONGBACK <br />NOT REQ'D FOR <br />5TRUGTURE) <br />DIRECT -APPLIED <br />PLYWD/05B <br />DIRECT -APPLIED <br />61113 GEILIN6 <br />SECTION B-B <br />ALTERNATE METHOD WHERE 0) OR MOM SIMILAR TIWSSE`5 Me 6RO VW <br />R <br />L <br />DIRECT -APPLIED <br />6W13 GEILIN6 — <br />TYPICAL TRUSS ELEVATION <br />COMPRESSION WEB (SLOPING <br />OR VERTICAL) <br />CONTINUOUS LATERAL BRACE <br />ALTERNATE * (3) OR MORE <br />ADJACENT SIMILAR TRUSSES (5EE <br />INDIV. TRU55 SHOP DRANIN65 <br />FOR LOCATIONS) <br />2x 5TRONOBACK MAY BE <br />INSTALLED FOR GON5TRUCTABILITY <br />TO KEEP EVEN 5PAG I N6 AT <br />BOTTOM CHORD (NOT REOV FOR <br />5TRxTLURFJ <br />WEB MEMBER REQUIRING <br />BRACING AS INDICATED BY <br />TRU55 MANUFACTURER <br />2x STRONGBAGKS MAY BE <br />INSTALLED FOR CONSTRUGTABILITY <br />TO KEEP EVEN SPAGIN(5 AT <br />BOTTOM CHORD NOT REQ'D FOR <br />STRUGTURE) <br />'L' OR 'T' BRAGIN6 o <br />WEBS DESIGNATED BY <br />TRUSS MANUF.. <br />PERMANENT TRUSS <br />BRAG I NG DETAILS I$ NOTES <br />SCALE= NONE <br />VIRWT APPLIED GEILIN6 <br />LETTERED DETAILS ARE TYP I GAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED <br />ALL APPLICABLE AREA5. THESE WHERE 5PEG I F I GALLY I ND I GIFTED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />seal: A <br />�� �7 a ®ir •'<e �� <br />NO 782 <br />OF <br />S' TE � ® <br />0 <br />copyright <br />®�sl�s I�iLg` ®®��®e <br />Struct JA ening, Inc. <br />0 CD <br />Z <br />J� <br />w <br />w <br />Z <br />CD <br />Z <br />w <br />J <br />Q <br />ZH <br />c U <br />WF_ <br />TC/� <br />i _J <br />JH <br />z <br />W <br />C <br />y <br />W <br />IIV <br />M&K project number: <br />a <br />`m <br />Q <br />Q <br />c E <br />j M � <br />Q <br />0 O <br />;v_ <br />y cop <br />2 <br />M In <br />CD N <br />M a <br />068-2001 1 <br />project mgr: N J M <br />drawn by: KC K <br />issue date: 0 5-2 0-2 0 <br />REVISIONS: <br />date: initial: <br />C <br />Z <br />� <br />J <br />o <br />� <br />I�- <br />� <br />w <br />� <br />w <br />Ll <br />z <br />p <br />0CL <br />oc <br />w <br />UJ <br />Q <br />O Y <br />J J <br />sheet: <br />