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il <br />PERMANENT ROOF TRU55 BRAGIN6 NOTES: <br />(51N6LE FAMILY HOME OR TOWNHOU5E CONSTRUCTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) <br />I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY <br />INFORMATION (BG51) "GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 8 BRAGIN6 OF <br />METAL PLATE CONNECTED 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 TRUSS OR TO PURLIN5 FASTENED TOP <br />CHORD, CONTACT MW FOR BRACING DE516N. <br />3. BOTTOM CHORD BRAGIN6: <br />a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIRECT -APPLIED 6.W.13. GEILIN6 <br />4. WEB MEMBER BRAGIN6: <br />THE TRUSS 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 SHOP DRAWIN6, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE <br />BG51-B3 FI6URE5 133-IS $ B3-Iq). SHOP APPLIED REINFORCEMENT PER Br51-B3 FI6URE5 83-22 4 BG-23 15 <br />ACCEPTABLE. <br />• 'T' t 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. <br />• 'L' 4 'T' REINFORGIN6 TO BE A MINIMUM OF q0% OF THE LEN6TH OF THE WEB/VERTICAL MEMBER. <br />• FASTEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ 16d 6UN NAILS (0.131x3 1/2") AT 6" O.G. <br />b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFISURED ROOF TRU55E5 AL16N, CONTINUOUS ROW5 OF LATERAL <br />BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. <br />• CONTINUOUS ROW5 OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP 5PLIGED <br />ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 GOMPRE55ION WEB w/ (2) Ibd <br />GUN NAILS (0.131x3 1/2"). <br />• CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER 4 MINIMUM 5PF 'STUD' GRADE MATERIAL). TH15 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE <br />ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRUSSES GLO5E5T TO EACH GABLE END <br />WALL 8 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. <br />DIAGONAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) Ibd NAILS 0 51DE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/0513 <br />A-1 �, ROOF 5HEATHIN6 <br />GONTIN. LATERAL BRAGIN6 <br />TO LAP AGRO55 MIN. (1) <br />TRU55 BAY A5 5HOWN <br />2x 5TRON6BAGK <br />(NOT REQ'D FOR <br />5TRUCTURE) <br />DIRECT -APPLIED <br />PLYWD/05B <br />COMPRES51ON WEB (5LOPIN6 <br />OR VERTICAL) <br />CONTINUOUS LATERAL BRACE <br />ALTERNATE 0 (3) OR MORE <br />ADJACENT 51MILAR TRU55E5 (SEE <br />INDIV. TRU55 SHOP DRAWINGS <br />X FOR LOCATIONS) <br />2x 5TRON613AGK MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM GHORD (NOT REOV FOR <br />5TRUCTURE) <br />DIRECT -APPLIED <br />6WB GEILIN6 <br />SECTION B-B <br />ALTERNATE NEnM wSZE (3) OR MORE SIMILAR TR SSE° ARE 6RWPEO <br />Q <br />IN <br />DIRECT -APPLIED <br />6W6 GEILIN6 - <br />TYPICAL TRU55 ELEVATION <br />WEB MEMBER REQUIRING <br />BRAGIN6 A5 INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRON65AGK5 MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQV FOR <br />STRUCTURE) <br />'L' OR 'T' BRAGINS A <br />WEB5 DE516NATED BY <br />TRUSS MANUF. <br />PERMANENT TRU55 <br />BRAG I NG PETA I L5 4 NOTES <br />SCALE: NOW <br />DIRECT APPLIED GEILIN6 <br />J <br />COMPONENT $ GLADDIN6 <br />PRESSURE ZONES <br />Gomponent5 $ Cladding Wind Pre55ure5 <br />UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. II <br />Endo5ed, 0.15 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 />C <br />+141 <br />-26.6 <br />2r <br />+14A <br />-36.8 <br />200 TO 210 <br />2e <br />+14.q <br />-36.8 <br />30 <br />+14.q <br />-36.8 <br />OI <br />+14A <br />-28.3 <br />2r <br />+14.q <br />-45.1 <br />ROOF <br />2e <br />+14.q <br />-28.5 <br />3e <br />+14.11 <br />-45.1 <br />(GABLE) <br />20° TO 2l° <br />2n <br />+14.q <br />-45.1 <br />3r <br />+14.11 <br />-53.6 <br />O <br />+21.2 <br />-22.q <br />WALLS <br />M+:21.2 <br />-28.3 <br />NOTE:Pre55ure5 charted here are allowable pre55ureg and are <br />permitted to be converted per A5GE 1-16 Section 2.4.1 to get <br />on equivalent ultimate load pressure. Divide allowable <br />pre5SureS by a factor of 0.6 to obtain ultimate preS5ure5. <br />Values are based on worst cage Scenario of 10 psf (eff. area). <br />Refer to notes on 5-0.0 for roof/wall nailing requirements. <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 REGU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. 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