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PERMANENT ROOF TRU55 BRACING NOTES: <br />(SINGLE FAMILY HOME OR TOWNHOUSE CONSTRUCTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" O.C) <br />I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY <br />INFORMATION 0651) 'GUIDE TO 6000 PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 t BRACING OF <br />METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). <br />2. TOP CHORD BRAGIN6: <br />TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/056 5HEATHIN6. <br />• IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP <br />CHORD, CONTACT MEK FOR BRAGIN6 DE516N. <br />3. BOTTOM CHORD BRAGIN6: <br />a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED 6.WB. GEILIN6 <br />4, WEB MEMBER BRAGIN6: <br />THE TRUSS MANUFACTURER SHALL INDICATE THE TRUSS MEMBERS (WEBS, VERTIGAL5) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. 'T' OR 'L' BRACE: <br />WHERE BRACING 15 REQUIRED AS INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRACES (REFERENCE <br />BG51-133 FIGURES 83-18 t 63-I14). SHOP APPLIED REINFORCEMENT PER BG51-133 F16URE5 133-22 t DC-23 15 <br />ACGEPTABLE. <br />• 'T' t 'L' REINFORCIN6 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' REINFORCIN6 TO WEB/VERTICAL W/ Ibd GUN NAIL5 (0.13lx3 I/2") AT 6' O.G. <br />b. CONTINUOUS LATERAL BRACING ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY CONFI6URED ROOF TRUSSES ALIGN, CONTINUOU5 ROW5 OF LATERAL <br />BRAGI146 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRACES. <br />• CONTINUOUS ROWS OF LATERAL BRAGIN6 SHALL CONSIST OF MINIMUM 2x4. ROWS SHALL BE LAP SPLICED <br />ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 COMPRE55ION WEB w/ (2) I6d <br />6UN NAILS (0.131x3 1/2'). <br />• CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY 12IA60NAL 13RAGIN6 (MIN. 2' THIGK NOMINAL <br />LUMBER t MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE <br />ROW OF PIA60NAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRU55ES CLO5E5T TO EACH GABLE END <br />WALL t ADDITIONAL DIA60NAL5 AT 20'-0' A5 REQUIRED. <br />DIA60NAL BRAGE NAILED TO OPP051TE <br />PROVIDE (2) 16d NAILS 0 51DE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYW000/05B <br />A /I ROOF 5HEATHIN67 <br />CONTIN. LATERAL BRAGIN6 <br />TO LAP ACROSS MIN. (I) <br />TRU55 BAY A5 5HOWN <br />2x STRON6BAGK <br />NOT REQ'D FOR <br />STRUCTURE) <br />DIRECT -APPLIED <br />PLYWD/O5B <br />V <br />COMPRE5510N WEB (51LOPIN6 <br />OR VERTICAL) <br />CONTINUOUS LATERAL BRACE <br />ALTERNATE 0 (3) OR MORE <br />........................ <br />ADJACENT 51MILAR TRU55E5 (SEE <br />INDIV. TRU55 SHOP DRAWIN65 <br />FOR LOCATIONS) <br />2x STRONOBACK MAY BE <br />INSTALLED FOR CONSTRUGTABILITY <br />TO KEEP EVEN 5PACIN6 AT <br />hd BOTTOM CHORD NOT REQ'D FOR <br />STRUCTURE) <br />DIRECT -APPLIED <br />616113 GEILIN6 <br />SECTION B-B <br />ALTMMTE HMW MF M 0) OK MORE 51ML W TRUSSES ME 6 d MED <br />WEB MEMBER REQUIRING <br />BRAGIN6 AS INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRON65AGK5 MAY BE <br />INSTALLED FOR CON5TRZTABILITY <br />TO KEEP EVEN SPACING AT <br />BOTTOM CHORD (NOT REQ'D FOR <br />STRUCTURE) <br />TYPICAL TRUSS ELEVATION <br />PERMANENT TRUSS <br />BRAG I NCG VETA I LS 4 NOTES <br />Was Nm <br />DIWT APPLIM GEILIN6 <br />LETTERED DETA I L5 ARE TYPICAL FOR NUMBERED DETA I L5 ARE PLAN <br />TH 15 HOME $ 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />seal: <br />•' i J !` <br />© copyright : MULOR01�� <br />Structural Engmeenng,Inc. <br />aCD <br />Z <br />J� <br />W <br />W <br />Z <br />N <br />IkeCD <br />Z <br />w <br />a <br />J <br />Q <br />0 <br />W <br />m <br />Z = <br />a CS <br />y <br />F— <br />. <br />� <br />C� <br />c <br />to <br />'� <br />=� <br />m � <br />a <br />Q. <br />Z <br />-°o 0 <br />h m <br />W <br />�e <br />y <br />occ <br />m Lb <br />W <br />c N <br />IV <br />7 <br />W project number <br />068-2001 1 <br />project mgr: NJ M <br />drawn by: KG K <br />issue date: 05-2 6-20 <br />REVISIONS: <br />■ date: initial: ■ <br />C <br />Z <br />r <br />rd <br />W <br />J <br />o <br />LL <br />N< <br />J <br />lv� <br />W <br />w <br />z <br />� <br />J <br />00 <br />a�. <br />(n <br />< <br />U) <br />0 <br />U <br />U <br />Qr, <br />co <br />Q <br />J J <br />sheet: <br />