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P <br />I <br />4�; <br />PERMANENT ROOF TRU55 BRAGIN6 NOTES: <br />(SINGLE FAMILY HOME OR TOWNHOUSE GON5TRUGTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" O.G) <br />I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDIN6 COMPONENT SAFETY <br />INFORMATION (BG51) "GUIDE TO 600D PRACTICE FOR HANDLIN6, IN5TALLIN6, RE5TRAININ6 $ BRAGIN6 OF <br />METAL PLATE CONNECTED WOOD TRUSSES," (2008 EDITION). <br />2. TOP CHORD BRA6IN6: <br />TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/0513 5HEATHIN6. <br />• IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRUSS OR TO PURLIN5 FASTENED TOP <br />CHORD, CONTACT M$K FOR BRAGIN6 DESIGN. <br />3. BOTTOM CHORD BRACING: <br />a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIRECT -APPLIED G.W.B. GEILIN6 <br />4. WEB MEMBER BRAGIN6: <br />THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEB5, VERTIGAL5) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. 'T' OR 'L' BRACE: <br />WHERE BRACIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWIN6, UTILIZE 'T' OR 'L' BRACES (REFERENCE <br />BC51-63 F16URE5 B3-18 $ 133-Iq). SHOP APPLIED REINFORCEMENT PER BG51-B3 F16URE5 83-22 $ BG-23 15 <br />ACCEPTABLE. <br />• 'T' $ V REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEBNERTIGAL MEMBER. <br />• V $ 'T' REINFORGIN6 TO BE A MINIMUM OF q0% OF THE LENGTH OF THE WEBNERTIGAL MEMBER. <br />• FA5TEN 'L' OR 'T' REINFORGIN6 TO WEBNERTIGAL N/ Ibd GUN NAIL5 (0.13lx3 I/2") AT 6" O.G. <br />b. CONTINUOUS LATERAL BRACING ALTERNATE: <br />WHEN THREE (3) OR MORE SIMILARLY GONFI6URED ROOF TRUSSES AL16N, CONTINUOUS ROWS OF LATERAL <br />BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED V OR 'T' BRAGE5. <br />• CONTINUOUS ROWS OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROWS SHALL BE LAP 5PLIGED <br />ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 COMPRESSION WEB w/ (2) Ibd <br />6UN NAILS (0.13lx3 1/2") <br />• CONTINUOUS LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRAGING (MIN. 2" THICK NOMINAL <br />LUMBER $ MINIMUM 5PF 'STUD' 6RADE MATERIAL). THIS BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE <br />ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRUSSES CLOSEST TO EACH GABLE END <br />WALL $ ADDITIONAL DIAGONALS AT 20'-0" AS REQUIRED. <br />DIAGONAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) Ibd NAILS ® 51DE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/05B <br />A ROOF 5HEATHIN6 <br />COMPRESSION WEB (5LOPING <br />OR VERTICAL) <br />J <br />COMPONENT � GLADDIN6 <br />PRESSURE ZONES <br />Gomponent5 � Gladding Wind Pre55ures <br />UP TO 140 MPH Wind Zone Exp. B, Risk Gat. II <br />Enclosed, 0.18 Int. Pressure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE55URE50 <br />ZONE <br />PRE55URE5 <br />HT: 25 FT. <br />(5F) <br />(P5F) <br />ROOF (HIP) <br />O <br />+14A <br />-26.6 <br />2r <br />+14A <br />-36.8 <br />20' TO 21° <br />2e <br />+14A <br />-36.8 <br />3O <br />+14A <br />-36.8 <br />OI <br />+14.q <br />-28.3 <br />2r <br />+14A <br />-45.1 <br />ROOF <br />2e <br />+14A <br />-28.3 <br />3e <br />+14A <br />-45.1 <br />(GABLE) <br />20' TO 21' <br />2n <br />+14A <br />-45.1 <br />0 <br />+141 <br />-53.6 <br />O <br />+21.2 <br />-22.1 <br />WALL5 <br />Q <br />+21.2 <br />-28.3 <br />NOTE:Pre55ure5 charted here are allowable prea5ure5 and are <br />permitted to be converted per A5GE 1-16 5ectlon 2.4.1 to get <br />an equivalent ultimate load pressure. Divide allowable <br />pre55ure5 by a factor of 0.6 to obtain ultimate pres5ure5. <br />Values are based on worst case Scenario of 10 p5f (eff. area). <br />Refer to notes on 5-0.0 for roof/wall nailing requirements. <br />z � <br />seal;,, .'�� •��'c"',y y `'ti°° <br />N <br />4 s <br />• * s <br />S TE OF <br />c copyright: MULIftWLP Lu t a <br />� <br />Structural Engineering, Inc. <br />0 CD <br />Z_ <br />JFC <br />w <br />w <br />Z_ <br />c <br />CD <br />� <br />Z <br />w <br />aa.. <br />J <br />� <br />Q <br />m <br />Z= <br />A <br />U <br />� Q <br />�E <br />W~ <br />m <br />cn <br />j <br />� <br />m E <br />a <br />Q 1 <br />o <br />W <br />Y CP <br />21-9 <br />y <br />m <br />W <br />o c-4 <br />cc <br />M n <br />7 <br />M&K project number; <br />CONTINUOUS LATERAL BRACE <br />0 6 8-2 00 1 1 <br />\\INDIV. <br />ALTERNATE A (3) OR MORE <br />ADJACENT SIMILAR TRUSSES (SEE <br />TRUSS SHOP DRAWIN65 <br />project mgr; <br />J s B <br />......................._ <br />............. <br />_................. _.... <br />F. <br />........... <br />" <br />FOR LOGATIONS) <br />drawn by: <br />D R <br />2x 5TRON6BAGK MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />ISSUe date; <br />10 �-2 <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM GHORD (NOT REQ'D FOR <br />STRUCTURE) <br />REVISIONS; <br />GONTIN. LATERAL BRAGIN6 <br />ate: <br />initial: <br />TO LAP ACROSS MIN. (1) <br />DIRECT -APPLIED <br />TRUSS BAY AS SHOWN <br />6W13 GEILIN6 <br />SECTION B-B <br />ALTERNATE METHOD WERE 0) OR MORE 51MILAR 1RI %B ARE 6ROUPW <br />B <br />WEB MEMBER REQUIRIN6 <br />BRAGIN6 A5 INDICATED BY <br />TRU55 MANUFACTURER <br />2x STRON6BAGK <br />(NOT REQ'D FOR <br />2x 5TRON6BAGK5 MAY BE <br />INSTALLED FOR GON5TRUCTABILITY <br />�•� <br />STRUCTURE) <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQ'D FOR <br />• ^I �i <br />DIRECT -APPLIED <br />5TRUGTURE) <br />a <br />PLYWD/05B <br />Cz <br />fJ <br />DIRECT -APPLIED B <br />'L' OR 'T' BRAGIN6 <br />61AB GEILIN6 <br />NEB5 DE516NATED BY <br />TRU55 MANUF. <br />TYPICAL TRUSS ELEVATION <br />PERMANENT TRU55 <br />BRAG I NG nETA I L5 <br />NOTES <br />O <br />A <br />SCALE- NONE <br />VIREGT ,aFFul n celuN6 <br />� <br />a <br />J <br />Ui~ <br />w <br />W <br />Q z <br />0 a <br />Z) <br />Ld <br />J <br />o <br />I U <br />z Lo@-) <br />O z <br />JJ <br />LETTERED DETAILS ARE TYPICAL FOR <br />TH 15 HOME � SHALL BE IMPLEMENTED IN <br />ALL APPLICABLE AREAS. THESE <br />DETAILS ARE NOT "GUT" ON THE PUNS. <br />NUMBERED DETAILS ARE PLAN <br />5PEG I E I G AND ARE ONLY REGU I RED <br />WHERE 5PEG I E I GALLY INDICATED <br />("GUT") ON THE PUNS. <br />sheet: <br />;I <br />70M <br />-Moll <br />