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3 <br />d <br />F <br />0 <br />PERMANENT ROOF TRUSS BRAGIN6 NOTES: <br />(51N6LE FAMILY HOME OR TOWNHOUSE GON5TRUGTION, WITH ROOF TRU55E5 SPACED NO MORE THAN 24" O.G) <br />I. WOOD TRUSSES SHALL BE BRACED AND EREGTED IN AGGORDANGE WITH THE BUILDIN6 COMPONENT SAFETY <br />INFORMATION (BG51) "61JIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 8 BRAGIN6 OF <br />METAL PLATE GONNEGTED WOOD TRU55E5," (2008 EDITION). <br />2. TOP GHORD 13RAGIN6: <br />TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/05B 5HEATHIN6. <br />• IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP <br />CHORD, CONTACT M4K FOR BRAGIN6 DE516N. <br />3. BOTTOM CHORD BRAGIN6: <br />a. THE BOTTOM GHOR05 SHALL BE BRACED BY DIREGT-APPLIED G.W.B. GEILIN6 <br />4. WEB MEMBER BRAGIN6: <br />THE TRUSS MANUFAGTURER SHALL INDIGATE THE TRU55 MEMBERS (WE135, VERTIGAL5) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. 'T' OR 'L' BRAGE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR V BRAGE5 (REFERENCE <br />BC51-133 F16URE5 B3-I8 f B3-Iq). SHOP APPLIED REINFORCEMENT PER BG51-B3 F16URE5 63-22 d BG-23 15 <br />AGGEPTABLE. <br />• 'T' 4 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. <br />• 'L' $ 'T' REINFORGIN6 TO BE A MINIMUM OF q0% OF THE LEN6TH OF THE WEB/VERTIGAL MEMBER. <br />• FA5TEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTICAL W/ Ibd 6UN NAILS (0.131x3 1/2") AT 6" O.G. <br />b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 ALIGN, GONTINUOU5 ROW5 OF LATERAL <br />BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR T' BRAGE5. <br />• GONTINUOU5 ROW5 OF LATERAL BRAGIN6 5HALL GON515T OF MINIMUM 2x4. ROW5 5HALL BE LAP 5PLIGED <br />ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EAGH TRU55 GOMPRES510N WEB w/ (2) Ibd <br />GUN NAILS (0.131x3 112"). <br />• CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THIGK NOMINAL <br />LUMBER ✓E MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE <br />ROW OF DIAGONAL BRAGIN6 AT VERTIGAL WEB MEMBERS OF TRU55E5 GL05EST TO EACH 6ABLE END <br />WALL d ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. <br />DIAGONAL BRAGE NAILED TO OPP051TE <br />PROVIDE (2) 16d NAIL5 ® 51DE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EAGH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/0513 <br />A . ROOF 5HEATHIN6 <br />GONTIN. LATERAL BRAGIN6 <br />TO LAP AGRO55 MIN. (1) <br />TRU55 BAY A5 SHOWN <br />2x 5TRONC75AGK <br />(NOT REQ'D FOR <br />5TRUGTURE) <br />DIRECT -APPLIED <br />PLYWD/05B <br />COMPRE55ION WEB (SLOPING <br />OR VERTICAL) <br />GONTINUOU5 LATERAL BRACE <br />ALTERNATE 0 (5) OR MORE <br />ADJACENT SIMILAR TRUSSES (SEE <br />INDIV. TRU55 5HOP DRAWIN65 <br />FOR LOCATIONS) <br />f <br />2x 5TRON6BAGK MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM GHORD (NOT REOV FOR <br />STRUCTURE) <br />DIRECT -APPLIED <br />6WB GEILIN6 <br />5EGTION B-B <br />ALTERNATE FETNOD WERE (3) OR MORE 5IMILAR TR 65r:5.ARE 6ROVIM <br />3 <br />N <br />DIRECT -APPLIED <br />6WB GEILIN6 - <br />TYPICAL TRU55 ELEVATION <br />WEB MEMBER REQUIRIN6 <br />BRAGIN6 AS INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRON6BAGK5 MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REOV FOR <br />STRUCTURE) <br />'L' OR 'T' BRAGIN6 <br />WE55 DE516NATED BY <br />TRU55 MANUF. <br />PERMANENT TRU55 <br />5RAC I NG PETA I L5 4 NOTE5 <br />SCALE: NONE <br />DIRECT APPLIED GEILIN6 <br />J <br />COMPONENT i GLADDIN6 <br />PRE55URE ZONES <br />GOmponent5 � Glodding Wind Pre55ure5 <br />UP TO 140 MPH Wind Zone ExI2. B, Risk Gat. II <br />Enclosed, 0.18 Int. Pre55ure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE55URE50 <br />ZONE <br />PRE55URE5 <br />HT: 25 FT. <br />(P5F) <br />(P5F) <br />ROOF (HIP) <br />O <br />+14.q <br />-26.6 <br />2r <br />+14A <br />-36.8 <br />200 TO 210 <br />2e <br />+14.q <br />-36.8 <br />0 <br />+14A <br />-36.8 <br />O <br />+14A <br />-28.3 <br />2r <br />+14A <br />-45.1 <br />ROOF <br />2e <br />+14.q <br />-28.3 <br />3e <br />+14.q <br />-45.1 <br />(GABLE) <br />200 TO 2-1° <br />2n <br />+14.q <br />-45.1 <br />3r <br />+14.11 <br />-53.6 <br />0 <br />+21.2 <br />-22 A <br />WALL5 <br />+21.2 <br />-28.3 <br />NOTE:Pre55ures charted here are allowable pre55ure5 and are <br />permitted to be converted per ASGE 7-16 section 2.4.1 to get <br />an equivalent ultimate load Pre55ure. Divide allowable <br />pressures by a factor of 0.6 to obtain ultimate pre55ure5. <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 />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED <br />ALL APPL I GABLE AREA5. THESE WHERE 5PEG I E I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. 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