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a <br />PERMANENT ROOF TRU55 BRAGIN6 NOTES: <br />(SINGLE FAMILY HOME OR TOWNHOU5E CONSTRUCTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" O.G) <br />I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY <br />INFORMATION (BGSU "GUIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 4 BRAGIN6 OF <br />METAL PLATE GONNEGTED WOOD TRUSSES," (2008 EDITION). <br />2. TOP CHORD BRAGIN6: <br />TOP GHORD5 SHALL BE BRACED BY DIREGT-APPLIED PLYWOOD/055 5HEATHIN6. <br />• IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP GHORD OF TRU55 OR TO PURLIN5 FASTENED TOP <br />CHORD, GONTAGT MriK FOR BRAGIN6 DE516N. <br />3. BOTTOM CHORD BRAGIN& <br />a. THE BOTTOM GHORD5 514ALL BE BRAGED BY DIREGT-APPLIED 6.W.B. GEILIN6 <br />4. WEB MEMBER 5RAGIN6: <br />THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEB5, VERTIGAL5) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. 'T' OR V BRAGE: <br />WHERE BRAGIN6 15 REQUIRED AS INDIGATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRAGE5 (REFERENGE <br />BG51-83 FI6URES 153-IS 4 133-Iq). SHOP APPLIED REINFORCEMENT PER BG51-133 FI6URE5 133-22 4 BG-23 15 <br />ACCEPTABLE. <br />• 'T' $ V REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. <br />• 'L' k 'T' REINFORGIN6 TO BE A MINIMUM OF q0% OF THE LEN6TH OF THE WEB/VERTIGAL MEMBER. <br />• FASTEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL Wl Ibd 6UN NAIL5 (0.131x3 1/2") AT 6" O.G. <br />b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFI6URE0 ROOF TRUSSES AL16N, CONTINUOUS ROW5 OF LATERAL <br />BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR T' BRAGES. <br />• CONTINUOUS ROW5 OF LATERAL 13RAGIN6 SHALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP SPLICED <br />ONE TRU55 BEYOND IN EACH DIREGTION. 5EGURE BRAGE TO EAGH TRU55 GOMPRE55ION WEB W (2) Ibd <br />6UN NAILS (0.131x3 1/2"). <br />• GONTINUOU5 LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THIGK NOMINAL <br />LUMBER $ MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE <br />ROW OF DIA60NAL BRAGIN6 AT VERTIGAL WEB MEMBERS OF TRUSSES GLO5E5T TO EAGH 6ABLE END <br />WALL 8 ADDITIONAL DIAGONALS AT 20'-0" A5 REQUIRED. <br />DIAGONAL BRAGE NAILED TO <br />OPP051TE <br />PROVIDE (2) Ibd NAILS A 51DE OF WEB AT 20'-0" MAX. (TO <br />PREVENT <br />EACH MEMBER LATERAL MOVEMENT) <br />DIRECT -APPLIED PLYWOOD/056 <br />ROOF 5HEATHIN6 <br />COMPRE55ION WEB (5LOPIN6 <br />OR VERTICAL) <br />v..........................._.............._............:.................:........... <br />GONTINUOU5 LATERAL BRACE <br />ALTERNATE A (3) OR MORE <br />ADJACENT 51MILAR TRUSSES (SEE <br />::::::::::::::.::::::::::::::::::::::::::.::::. <br />................ <br />;:.:.;:::;:;:::;;:;: <br />INDIV. TRUSS SHOP DRAWINGS <br />FOR LOGATIONS) <br />,...................................... <br />.......................... <br />2x 5TRON6BAGK MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM GHORD (NOT REOV FOR <br />5TRUGTURE) <br />GONTIN. LATERAL BRAGIN5 <br />TO LAP AGRO55 MIN. (U DIRECT -APPLIED <br />TRUSS BAY AS SHOWN 6WB GEILIN6 <br />SECTION B-B <br />WEB MEMBER REQUIRING <br />B BRAGIN6 AS INDICATED BY <br />TRU55 MANUFACTURER <br />2x STRONC76AGK 2x 5TRON6BAGK5 MAY BE <br />(NOT REOV FOR INSTALLED FOR GON5TRUGTABILITY <br />STRUCTURE) TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REOV FOR <br />0 5TRUGTURE) <br />DIRECT -APPLIED <br />PLYWD/05B <br />V DIRECT-APPLIE,7 / �'L' OR 'T' BRACING ® v <br />6WB GEILIN6 -/ WE65 DE51614ATED BY <br />TRU55 MANUF. <br />TYPICAL TRU55 ELEVATION <br />PERMANENT TRU55 <br />� 5RAG I NG PETA I L5 $ NOTES <br />SCALE: NONE DIRECT APPLIED GEILIN6 <br />S <br />3e 2n 3r 3r 2n: 3e <br />GOMPONENT $ GLADD I NCB <br />PRE55URE ZONES <br />Gomponent5 $ Gladdina Wind Pres5ure5 <br />UP TO 140 MPH Wind Zone ExI2.. B, Ri5k Gat. II <br />EnG 1 o5ed, 0.15 Int. Pre55ure Goef f.. <br />MEAN ROOF <br />ZONE <br />PRE55URE5© <br />ZONE <br />PRE55URE50 <br />HT: 25 FT. <br />(P5F) <br />(P5F) <br />ROOF (HIP) <br />5 <br />+14A <br />-26.6 <br />2r <br />+14A <br />-36.8 <br />200 TO 21" <br />2e <br />+14A <br />-36.8 <br />3O <br />+14A <br />-36.8 <br />Oi <br />+14A <br />-28.3 <br />2r <br />+14A <br />-45.1 <br />ROOF <br />2e <br />+14.G <br />-28.5 <br />3e <br />+14A <br />-45.1 <br />(GABLE) <br />20' TO 21" <br />0 <br />+14.1-1 <br />-45.1 <br />O <br />+14A <br />-53.6 <br />O <br />+21.2 <br />-22A <br />WALLS <br />O5 <br />+21.2 <br />-28.3 <br />NOTE:Pre55ure5 charted here are allowable pressures and are <br />permitted to be Converted per A5GE 1-16 Section 2.4.1 to get <br />an equivalent ultimate load pressure. Divide allowable <br />pre55ure5 by a factor of 0.6 to obtain ultimate pressures. <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 />seal:�I`a�d <br />m <br />® ® a <br />® d �c <br />' AT O F <br />s <br />© copyright : MULHER� P ZOZ <br />structural Engineering, Inc. <br />a(D <br />Z <br />Ji-= <br />W <br />w <br />Z c <br />c.0 rn <br />Z <br />w 0- <br />a <br />Zoc <br />� Q <br />H ♦ <br />v <br />it = t <br />cc <br />W °) <br />cn j <br />C, E <br />Jz "90 <br />W <br />2C9 <br />y m Ln <br />W C N <br />C■ M M <br />M&K project number: <br />068-2001 1 <br />project mgr: ,JSB <br />drawn by: DJ R <br />issue date: 01-14-2 2 <br />REVISIONS: <br />date: initial: <br />4 <br />(O <br />O <br />U. <br />H <br />w � <br />W <br />O z <br />J <br />� a <br />d <br />0 <br />d <br />ox <br />J ..a <br />LETTERED DETAIL5 ARE TYPIGAL FOR NUMBERED DETAIL5 ARE PLAN <br />TH 15 HOME � 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED <br />ALL APPL I GABLE AREA5. THE5E WHERE 5PEG I F I GALLY I ND I GATED <br />DETAIL5 ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. <br />sheet: <br />PBS <br />