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d <br />I& <br />r <br />PERMANENT ROOF TRUSS BRACING NOTES: <br />(SINGLE FAMILY HOME OR TOWNHOUSE CONSTRUCTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" 0.0 <br />I. 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 4 BRACING OF <br />METAL PLATE CONNECTED WOOD TRUSSES," (2008 EDITION). <br />2. TOP CHORD BRACIN6: <br />TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/05B SHEATHING. <br />• IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRUSS OR TO PURLINS FASTENED TOP <br />CHORD, CONTACT M4K FOR BRAGI46 DE516N. <br />3. BOTTOM CHORD BRAGIN6: <br />a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED 6.NB. GEILIN6 <br />4. WEB MEMBER BRAGIN6: <br />THE TRUSS MANUFACTURER SHALL INDIGATE THE TRU55 MEMBERS (NEB5, VERTICALS) THAT REQUIRE <br />LATERAL BRAGING/RESTRAINT. <br />a. 'T' OR 'L' BRACE: <br />WHERE BRAGIN6 15 REQUIRED AS INDICATED ON SHOP DRANIN6, UTILIZE 'T' OR 'L' BRACES (REFERENGE <br />15051-133 FI6URE5 B3-18 4 133-14). SHOP APPLIED REINFORCEMENT PER BC51-133 FI6URE5 133-22 4 BC-23 15 <br />ACCEPTABLE. <br />• 'T' 4 'L' REINFORCING MATERIAL SHALL MATCH THE 51ZE OF THE NEB/VERTIGAL MEMBER. <br />• 'L' 4 'T' REINFORCING TO BE A MINIMUM OF 90% OF THE LENGTH OF THE NEB/VERTICAL MEMBER. <br />• FASTEN 'L' OR 'T' REINFORCIN6 TO NEB/VERTICAL N/ I6d GUN NAILS (0.1310 1/2") AT 6" O.G. <br />b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE SIMILARLY CONFIGURED ROOF TRU55E5 AL16N, CONTINUOU5 ROWS OF LATERAL <br />BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OK 'T' BRACE5. <br />• CONTINUOU5 ROWS OF LATERAL BRAGIN6 SHALL CON515T OF MINIMUM 2x4. RON5 SHALL BE LAP 5PLIGED <br />ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 COMPRESSION WEB w/ (2) 16d <br />6UN NAILS (0.1310 1/2"). <br />• CONTINUOU5 LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER 4 MINIMUM 5PF '5TUD' GRADE MATERIAL). THIS BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE <br />ROW OF DIAGONAL BRAGIN6 AT VERTICAL NEB MEMBERS OF TRUSSES GLO5E5T TO EACH GABLE END <br />NALL 4 ADDITIONAL DIAGONALS AT 20'-0" A5 REQUIRED. <br />DIAGONAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) 16d NAILS ® 51DE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/0513 <br />A✓I ROOF SHEATHING <br />GONTIN. LATERAL BRAGIN6 <br />TO LAP ACK055 MIN. (1) <br />TRU55 BAY A5 SHOWN <br />2x5TRONOBACK <br />(NOT REGV FOR <br />5TRUGTURE) <br />DIRECT -APPLIED <br />PLYWD/OSB <br />COMPRE5510H WEB (5LOPIN6 <br />OR VERTICAL) <br />CONTINUOUS LATERAL BRACE <br />ALTERNATE ® (3) OR MORE <br />ADJACENT 51MILAR TRUSSES (5EE <br />INDIV. TRU55 SHOP DRANIN65 <br />x FOR LOCATIONS) <br />2x 5TRONOBACK MAY BE <br />INSTALLED FOR GO145TRUGTABILITY <br />TO KEEP EVEN 5PACIN6 AT <br />BOTTOM CHORD NOT REGV FOR <br />5TRUGTLW <br />DIRECT -APPLIED <br />6118 CEILING <br />SECTION B-B <br />ALTSZMTE METHOD WHERE (5) OR MORE 514LAK TWISSE5 ARE 6ROUPED <br />Q <br />7 <br />DIRECT -APPLIED <br />6N5 GEILIN6 — <br />TYPICAL TRU55 ELEVATION <br />WEB MEMBER REQUIRIN6 <br />BRAGIN6 AS INDICATED BY <br />TRUSS MANUFACTURER <br />2x STRON65ACK5 MAY BE <br />INSTALLED FOR CON5TRUGTABILITY <br />TO KEEP EVEN SPACING AT <br />BOTTOM CHORD NOT REOV FOR <br />STRUGTURE) <br />'L' OR 'T' BRAGIN6 <br />NE55 DE516NATED BY <br />TRUSS MANUF. <br />PERMANENT TRU55 <br />5RAGIN6 OETA I L5 4 NOTES <br />SG,41.E: N" <br />DIRECT APPLIED 0EILIN6 <br />LETTERED DETAILS ARE TYPICAL FOR <br />TH 15 HOME $ SHALL BE IMPLEMENTED IN <br />ALL APPL I GABLE AREAS. THESE <br />DETAILS ARE NOT "GUT" ON THE PLANS. <br />NUMBERED DETAILS ARE PLAN <br />5PEG I F I G AND ARE ONLY REQU I RED <br />WHERE 5PEG I F I GALLY I ND I GIFTED <br />("GUT") ON THE PLANS. <br />seal'ryw <br />c a d <br />s � _ <br />copyright <br />StructufllJgrfv6een'4 Inc. <br />LD <br />Z <br />JLU <br />W <br />W <br />Z <br />Z <br />W <br />Q <br />ZH <br />U <br />WW <br />I — <br />cry <br />xIc <br />JH <br />z <br />W <br />0 <br />M&K project number: <br />N <br />0 <br />a) <br />a <br />.a <br />a v <br />A <br />c E <br />m E <br />°) o <br />;a <br />o op <br />to <br />M <br />N <br />CM d <br />068-2001 1 <br />project mgr: N J M <br />drawn by: KG K <br />issue date: 04-1 6-20 <br />REVISIONS: <br />date: ingial: <br />05/20/20 K6K <br />a <br />C <br />0 <br />W o <br />.1 i <br />H w � <br />W Q z <br />C) 0 x <br />J � � <br />� 0 � <br />U a Ln a <br />oY <br />z <br />LLJ J J <br />sheet: <br />