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f�, <br />PERMANENT ROOF TRU55 BRAGIN6 NOTES: <br />(5145LE FAMILY HOME OR TOWNHOU5E GON5TRUGTION, WITH ROOF TRU%E5 5PAGED NO MORE THAN 24" O.G) <br />I. WOOD TRU55E5 SHALL BE BRACED AND EREGTED IN ACCORDANCE WITH THE BUILDING COMPONENT 5AFETY <br />INFORMATION (B651) "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RE5TRAININ6 $ BRAGIN6 OF <br />METAL PLATE CONNECTED WOOD TRUSSES," (2008 EDITION). <br />2. TOP CHORD BRAGIN6: <br />TOP GHORD5 5HALL BE BRACED BY DIRECT -APPLIED PLYWOOD/056 5HEATHIN6. <br />• IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FA5TENEI? TOP <br />CHORD, CONTACT M8K FOR BRAGIN6 DE516N. <br />3. BOTTOM CHORD BRAGIN6: <br />a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIRECT -APPLIED G.W.B. GEILIN6 <br />4. WEB MEMBER BRAG I N6: <br />THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEB5, VERTIGALS) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. 'T' OR 'L' BRACE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON 5HOP DRAWING, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE <br />8G51-B3 F16URE5 63-18 d B3-19). 5HOP APPLIED REINFORCEMENT PER BG51-133 FI6URE5 63-22 8 BG-23 15 <br />ACCEPTABLE. <br />• 'T' d V REINFORGI% MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. <br />• V d 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. <br />• FA5TEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ Ibd GUN NAILS (0.13lx3 I/2") AT b" O.G. <br />b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONF16URED ROOF TRU55E5 ALIGN, GONTINUOU5 ROWS OF LATERAL <br />BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. <br />• GONTINUOU5 ROWS OF LATERAL BRAGIN6 5HALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP SPLICED <br />ONE TRU65 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOMPRE5510N WEB w/ (2) Ibd <br />6UN NAIL5 (0.13lx3 1/2"). <br />• GONTINUOU5 LATERAL BRAGIN6 5HALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER b MINIMUM 5PF 'STUD' GRADE MATERIAL). THIS BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE <br />ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBER5 OF TRU55E5 GLO5E5T TO EACH GABLE END <br />WALL d ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. <br />DIA60NAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) Ibd NAIL5 ® 51DE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWO00/0513 <br />A ROOF 5HEATHIN6 <br />GONTIN. LATERAL BRAGINO <br />TO LAP AGRO55 MIN. (1) <br />TRU55 BAY A5 5HOWN <br />2x 5TRON613AGK <br />(NOT REGV FOR <br />5TRUGTURE) <br />DIREGT-APPLIED <br />PLYWD/05B <br />III <br />DIREGT-APPLIED <br />6WB GEILIN6 <br />5EGTION B-B <br />ALTERNATE Fvnvo H15M (3) OR MORE SIMILAR TRV55E5 nRE CROWED <br />W <br />DIREGT-APPLIED <br />6WB GEILIN6 - <br />TYPICAL TRU55 ELEVATION <br />GOMPRE55ION WEB (5LOPIN6 <br />OR VERTICAL) <br />GONTINUOU5 LATERAL BRACE <br />ALTERNATE o (3) OR MORE <br />ADJAGENT 51MILAR TRU55E5 (5EE <br />INDIV. TRU55 5HOP DRAWIN65 <br />FOR LOGATIONS) <br />2x 5TRON6BAGK MAY BE <br />IN5TALLED FOR GON5TRUCTABILITY <br />TO KEEP EVEN 5PAGING AT <br />BOTTOM CHORD (NOT REOV FOR <br />5TRUGTURE) <br />NEB MEMBER REQUIRING <br />BRAGIN6 A5 INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRON66ACK5 MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REOV FOR <br />5TRUGTURE) <br />'L' OR 'T' BRAGIN6 o <br />WEB5 DE516NATED BY <br />TRU55 MANUF. <br />PERYANENT TRU55 <br />BRAG I N6 DETA I L5 4 NOTES <br />SCALE: NOW <br />DIRECT APPLIED GEILIN6 <br />J <br />COMPONENT � GLADDIN6 <br />PRESSURE ZONES <br />Gomponent5 4 Gladding Wind Pre55ure5 <br />UP TO 140 MPH Wind Zone Exp. B, Risk Gat. II <br />Endo5ed, 0.18 Int. Pressure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE55URE50 <br />ZONEPRE550RE50 <br />HT: 25 FT. <br />(P5F) <br />(P5F) <br />ROOF (HIP) <br />0 <br />+14.9 <br />-26.6 <br />2r <br />+14A <br />-36.8 <br />20° TO 21' <br />2e <br />+14.9 <br />-36.8 <br />0 <br />+14A <br />-36.8 <br />0+14A <br />-28.3 <br />2r <br />+14A <br />-45.1 <br />ROOF <br />2e <br />+14A <br />-28.5 <br />3e <br />+14A <br />-45.1 <br />(GABLE) <br />20" TO 210 <br />2n <br />+14A <br />-45.1 <br />O <br />+14.9 <br />-53.6 <br />0 <br />+21.2 <br />-22A <br />WALL5 <br />O <br />+21.2 <br />-28.3 <br />•NOTE:Pre55ure5 charted here are allowable pre55ure5 and are <br />permitted to be converted per ASGE 1-16 5ection 2.4.1 to get <br />on equivalent ultimate load pre55ure. Divide allowable <br />pre55ure5 by a factor of 0.6 to obtain ultimate pre55ure5. <br />Values are bo5ed on Wor5t Gaye 5Genario of 10 p5f (eFF. area). <br />Refer to note5 on 5-0.0 for roof/wall nailing requirement5. <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH15 HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REGU I RED <br />ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLAN5. <br />seal: ,e�q 5 .G. F <br />0 rM <br />-.0• : cc <br />0Z1O S TE OF •'�J• <br />-sS/O N * * ' \' <br />© copyright: MULH��I��Rl�l4*�g% <br />Structural Enqineerinq, Inc. <br />Ono <br />w <br />w <br />Z <br />o <br />rn <br />a <br />w <br />Q <br />a <br />Q <br />.-0o <br />Z= <br />t-- <br />Q� <br />CrC) <br />• <br />4 <br />�� <br />pC <br />t- <br />Cn <br />c <br />a) <br />j <br />T <br />M E <br />.i. Rt <br />J� <br />a <br />Wo <br />Z <br />W <br />MCM <br />Y to <br />y <br />M <br />W <br />�h <br />o N <br />M M <br />W project number: <br />068- 1 9022 <br />project mgr: JSB <br />drawn by: B C <br />issue date: 09-21-2`[ <br />REVISIONS: <br />date: initial: <br />� <br />J <br />o <br />W <br />� <br />� <br />a <br />o <br />J <br />J <br />O <br />'L <br />� <br />LQ <br />h <br />z <br />U <br />U <br />0 <br />a <br />,- <br />(n <br />C� <br />J J <br />sheet: <br />PBSBoll I <br />