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a <br />a <br />PERMANENT ROOF TRU55 BRAGING NOTES: <br />(51N61 E FAMILY HOME OR TOWNHOU5E GON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) <br />I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY <br />INFORMATION (BC51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLINS, RESTRAINING 4 BRAGING OF <br />METAL PLATE CONNECTED WOOD TRU55E5," (2006 EDITION). <br />2. TOP CHORD BRAGIN6: <br />TOP GHORD5 5HALL BE BRACED BY DIREGT-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 GHORD5 SHALL BE BRACED BY DIREGT-APPLIED 6.W.3. GEILING <br />4. WEB MEMBER BRAGIN6: <br />THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBER5 (HE65, VERTIGAL5) THAT REQUIRE <br />LATERAL BRAGING/RE5TRAINT. <br />a. 'T' OR 'L' BRACE: <br />WHERE BRAGING 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE <br />BG51-B3 FI6URE5 53-15 4 B3-Iq). 5HOP APPLIED REINFORCEMENT PER BG51-53 F16URE5 53-22 4 BG-23 15 <br />ACCEPTABLE. <br />• T4 'L' REINFORGING MATERIAL SHALL MATCH THE 51ZE OF THE HEB/VERTIGAL MEMBER. <br />• 'L' 4 'T' REINFORGIN6 TO BE A MINIMUM OF 010% OF THE LEN6TH OF THE WEB/VERTIGAL MEMBER. <br />• FA5TEN 'L' OR 'T' REINFORGIN6 TO WEBNERTIGAL W/ Ibd 6UN NAILS (0.13lx3 l/2") AT 6" O.G. <br />b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 AL16N, GONTINUOU5 ROH5 OF LATERAL <br />BRAGING MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR T' BRAGE5. <br />• GONTINUOU5 ROH5 OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROWS SHALL BE LAP 5PLIGED <br />ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU65 GOMPRE55ION WEB w/ (2) Ibd <br />6UN NAILS (0.1310 1/2"). <br />• GONTINUOU5 LATERAL BRAGIN6 SHALL BE RE5TRAINED BY DIA60NAL BRACING (MIN. 2" THICK NOMINAL <br />LUMBER 4 MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE <br />ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRU55E5 GLO5E5T TO EACH GABLE END <br />WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. <br />DIAGONAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) Ibd NAIL5 A <br />51DE OF WEB AT 20'-0" MAX. <br />(TO PREVENT <br />EACH MEMBER <br />LATERAL MOVEMENT) <br />DIRECT -APPLIED PLYWOOD/0513 <br />------------------ <br />ROOF 5HEATHIN6 <br />GOMPRE55ION WEB (5LOPIN6 <br />OR VERTICAL) <br />GONTINUOU5 LATERAL BRACE <br />ALTERNATE 0 (3) OR MORE <br />_............._........................................................................ <br />14 <br />ADJACENT 51MILAR TRU55E5 (5EE <br />...................:.::....:................................... <br />INDIV. TRU55 SHOP DRAWIN65 <br />FOR LOGATIONS) <br />2x 5TRON6BAGK MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGING AT <br />BOTTOM CHORD (NOT REQ'D FOR <br />5TRUGTURE) <br />GONTIN. LATERAL BRAGIN6 <br />TO LAP AGRO55 MIN. (1) <br />DIREGT-APPLIED <br />TRU55 BAY A5 5HOWN <br />61616 GEILIN6 <br />5EGTION B-B <br />M.THM' E HE7 W 11 (3) OR HORS SIMILAR MF--,B ARE 6ROUW <br />X- WEB MEMBER REQUIRING <br />B BRAGIN6 A5 INDICATED BY <br />TRU55 MANUFACTURER <br />-zz� <br />2x 5TRON65AGK 2x 5TRON6BACK5 MAY BE <br />(NOT REQ'D FOR INSTALLED FOR GON5TRUGTABILITY <br />STRUGTU�) � TO KEEP EVEN SPACING AT <br />BOTTOM CHORD (NOT REO V FOR <br />DIRECT -APPLIED <br />PLYWD/05B <br />DIRECT -APPLIED / \'L' OR T' BRAGING A <br />6HB GEILIN6 P EB5 DESIGNATED BY <br />TRU55 MANUF. <br />TYPICAL TRU% ELEVATION <br />PERMANENT TRU55 <br />BRAG I NG DETA I L5 4 NOTES <br />SCALE: NONE <br />DIRECT APPLIED 6EILIN6 <br />COMPONENT <br />Ll <br />�0� I <br />� CLADDING <br />PRESSURE ZONES <br />Gomponent5 � Gladding Nind Pre55ure5 <br />UP TO 140 MPH Wind Zone ExI2. B, Ri5k Gat. II <br />Enclosed, 0.18 Int. Pre55ure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE55URE50 <br />ZONE <br />PRE55URE50 <br />HT: 25 FT. <br />(P5F) <br />(P51F) <br />ROOF (HIP) <br />0 <br />+14A <br />-26.6 <br />2r <br />+14.11 <br />-3b.8 <br />200 TO 27° <br />2e <br />+141 <br />-36.8 <br />O <br />+141 <br />-36.8 <br />OI <br />+14A <br />-28.3 <br />2r <br />+14.q <br />-45.1 <br />ROOD <br />2e <br />+14A <br />-28.3 <br />+14A <br />-45.1 <br />(GABLE) <br />20° TO 21° <br />2n <br />+14.q <br />-45.1 <br />0 <br />+14A <br />-53.6 <br />O <br />+21.2 <br />-22A <br />WALLS <br />0 <br />+21.2 <br />1-28.3 <br />NOTE:Pre55ure5 charted Here are allowable pre55ure5 and are <br />permitted to be converted per A5GE 1-I6 Section 2.4.1 to get <br />on equivalent ultimate load pre55ure. Divide allowable <br />pre55ure5 by a factor of 0.6 to obtain ultimate pre55ure5. <br />Values are based on worst case Scenario of 10 psf (eff. area). <br />Refer to notes on 5-0.0 for roof/wall nailing requirements. <br />LETTERED DETA I L5 ARE TYPICAL FOR NUMBERED DETA I L5 ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED <br />ALL APPLICABLE AREAS. THE5E WHERE 5PEG I F I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />>�� 6 4 <br />OF <br />.0 �. <br />I�Q� ti G <br />© copyright: AWN & KULP <br />Structural Engineering, Inc. <br />0 CD <br />z <br />J= <br />w <br />w <br />CD <br />z <br />w <br />J <br />ZF- <br />F- <br />c CU <br />W� <br />tJ7 <br />JH <br />z <br />W <br />y <br />W <br />cc <br />7 <br />M&K project number: <br />0 <br />rn <br />C<L <br />LZ <br />a� <br />.a <br />� 4 <br />c E <br />m Z3 <br />a� <br />CDo <br />Y (CPp <br />o � <br />cc <br />m LO <br />o N <br />M Q <br />068-2001 1 <br />project m r: <br />PJ 9 <br />JS B <br />drawn by: <br />DJ R <br />issue date: <br />1 2-1 5-21 <br />REVISIONS: <br />date: <br />initial: <br />J <br />W <br />Q <br />O <br />2 <br />w <br />J <br />d <br />sheet: <br />Q <br />a <br />0 <br />J <br />LL <br />z <br />a <br />a <br />W <br />d <br />U) <br />d <br />U <br />d <br />0 z <br />J J <br />PBSBlA1 <br />