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0 <br />PERMANENT ROOF TRU55 BRAGIN6 NOTES: <br />(SINGLE FAMILY HOME OR TOWNHOUSE GON5TRUGTION, WITH ROOF TRUSSES 5PAGED NO MORE THAN 24" O.G) <br />I. WOOD TRUSSES SHALL BE BRAGED AND EREGTED IN AGGORDANGE WITH THE BUILDIN6 GOMPONENT SAFETY <br />INFORMATION (BG51) "GUIDE TO 6000 PRAGTIGE FOR HANDLIN6, IN5TALLIN6, RE5TRAININ6 $ BRAGIN6 OF <br />METAL PLATE GONNEGTED WOOD TRUSSES," (2008 EDITION). <br />2. TOP CHORD BRAGIN6: <br />TOP GHORD5 SHALL BE BRAGED BY DIREGT-APPLIED PLYWOOD/055 5HEATHIN6. <br />• IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP GHORD OF TRUSS OR TO PURLIN5 FASTENED TOP <br />CHORD, GONTAGT M8K FOR BRAGIN6 DE516N. <br />3. BOTTOM GHORD BRAGIN6: <br />a. THE BOTTOM GHORD5 SHALL BE BRAGED BY DIRECT -APPLIED G.W.B. GEILIN6 <br />4. WEB MEMBER BRAGIN6: <br />THE TRU55 MANUFAGTURER SHALL INDIGATE THE TRUSS MEMBERS (WEBS, VERTIGAL5) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. 'T' OR 'L' BRACE: <br />WHERE BRAGIN6 15 REQUIRED AS INDIGATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRAGE5 (REFERENGE <br />BG51-53 FI6URE5 B3-IS $ 53-19). SHOP APPLIED REINFORGEMENT PER BG51-B3 F16URE5 133-22 $ BG-23 15 <br />AGGEPTABLE. <br />• 'T' $ V REINFORGIN6 MATERIAL SHALL MATGH THE 51ZE OF THE WEB/VERTIGAL MEMBER. <br />• 'L' $ 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LEN6TH OF THE WEB/VERTIGAL MEMBER. <br />• FASTEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ 16d GUN NAILS (0.13lx3 I/2") AT 6" O.G. <br />b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONF16URED ROOF TRUSSES AL16N, GONTINUOU5 ROW5 OF LATERAL <br />BRACING MAY BE USED IN LIEU OF THE ABOVE -NOTED V OR 'T' BRAGE5. <br />• GONTINUOU5 ROW5 OF LATERAL BRACING SHALL GON515T OF MINIMUM 2x4, ROW5 SHALL BE LAP 5PLIGED <br />ONE TRU55 BEYOND IN EAGH DIREGTION. SECURE BRACE TO EACH TRU55 GOMPRE55ION WEB w/ (2) 16d <br />GUN NAILS (0.13lx3 1/2"). <br />• GONTINUOU5 LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGING (MIN. 2" THIGK NOMINAL <br />LUMBER t MINIMUM 5PF 'STUD' GRADE MATERIAL). TH15 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE <br />ROW OF DIA60NAL BRAGIN6 AT VERTIGAL WEB MEMBERS OF TRUSSES GL05E5T TO EAGH GABLE END <br />WALL d ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. <br />DIA60NAL BRACE NAILED TO OPPOSITE <br />PROVIDE (2)16d NAILS ® SIDE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EAGH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/055 <br />ROOF SHEATHING <br />GOMPRE55ION WEB (SLOPING <br />OR VERTIGAL) <br />10 <br />GONTINUOU5 LATERAL BRAGS <br />ALTERNATE ® (3) OR MORE <br />V K <br />..................................:::: <br />ADJAGENT 51MILAR TRU55E5 (SEE <br />...... <br />INDIV. TRU55 SHOP DRAWIN65 <br />FOR LOGATIONS) <br />2x 5TRONGBAGK MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM GHORD (NOT REOV FOR <br />5TRUGTURE) <br />GONTIN. LATERAL BRAGIN6 <br />TO LAP AGRO55 MIN. (1) DIREGT-APPLIED <br />TRUSS BAY AS 5HOWN 6W5 GEILIN6 <br />5EGTION B-15 <br />ALTERNATE METHOD MRr 0) OR MORE S MLAR IM65M ARE 6ROUPW <br />WEB MEMBER REQUIRING <br />B BRAGIN6 AS INDIGATED BY <br />TRU55 MANUFAGTURER <br />2x STRON66AGK 2x 5TRON6BAGK5 MAY BE <br />(NOT REQ'D FOR INSTALLED FOR GON5TRUGTABILITY <br />STRUCTURE) TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM GHORD (NOT REQ'D FOR <br />5TRUGTURE) <br />DIREGT-APPLIED <br />PLYWD/05B <br />B <br />DIREGT-APPLIED 'L' OR 'T' BRAGIN6 <br />616113 GEILIN6 WEB5 DE516NATED BY <br />TRU55 MANUF. <br />TYPICAL TRU55 ELEVATION <br />PERMANENT TRU55 <br />BRAG I NG DETA I L5 4 NOTE5 <br />5GALE: NONE DIRECT APPLIED GEILIN6 <br />�n)3e 3r 3r 2n 3e <br />GOMPONENT � GLADD NCB <br />PRE55URE ZONES <br />Gomponent5 � GLadding Wind Pre55ure5 <br />UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. II <br />Endo5ed, 0.18 Int. Pre55ure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE55URE50 <br />ZONE <br />PRE55URE50 <br />HT: 25 FT. <br />(P5F) <br />(P5F) <br />ROOF (HIP) <br />O <br />+14A <br />-26.6 <br />2r <br />+14A <br />-36.8 <br />20" TO 210 <br />2e <br />+14A <br />-36.8 <br />0 <br />+14A <br />-36.8 <br />OI <br />+14A <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 210 <br />2n <br />+14.9 <br />-45.1 <br />O' <br />+14.G <br />-53.6 <br />O <br />+21.2 <br />-22.9 <br />WALLS <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 section 2.4.1 to get <br />an equivalent ultimate load Pre55ure. Divide allowable <br />pre55ure5 by a factor of 0.6 to obtain ultimate pre55ure5. <br />Values are based on worst co5e 5cenario of 10 p5f (eff. area). <br />Refer to note5 on 5-0.0 for roof/wall nailing requirement5. <br />seal: <br />"i�� <br />Np 17 4 !{c <br />cc <br />OF to <br />h�•�•�Q <br />copyright : MULF��f�h! &4 W. 4 ° 0 <br />Structural Engineering, c. <br />CD <br />w <br />W <br />Z p <br />c.D rn <br />Z <br />w 0- <br />.a <br />Z=:) Q <br />CC <br />I- <br />C� -.I- Si <br />CM <br />CC 6 <br />cu <br />W <br />=T <br />a Q• <br />J Z M <br />1= <br />W <br />y <br />00 <br />© C <br />y M <br />W o [v <br />= M CL <br />19F <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: DJ R <br />issue date: `j 2-14-21 <br />REVISIONS: <br />date: initial: <br />�1 <br />CIO <br />Cz <br />o <br />r, <br />O <br />d <br />A <br />O <br />U. <br />Ld <br />UQ <br />W <br />� <br />z <br />0 <br />[) <br />a <br />2 a <br />J <br />W <br />UJ u�i <br />OJ <br />z 0 <br />a <br />LOU) <br />> <br />J J <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME $ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REWIRED <br />ALL APPLICABLE AREAS. THESE WHERE ' 5PEG I E I GALLY INDIGATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />PBSBw I <br />■ <br />