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PERMANENT ROOF TRU55 BRACING NOTES: <br />(51NG1-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 (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAINING 4 BRACING OF <br />METAL PLATE CONNECTED WOOD TRU55E5," (2006 EDITION). <br />2. TOP CHORD BRACING: <br />TOP GHORD5 SHALL BE BRACED BY DIREGT-APPLIED PLYW0001055 5HEATHIN6. <br />IF 5HEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP <br />CHORD, CONTACT MrEK FOR BRAGIN6 DE516N. <br />3. BOTTOM CHORD BRACING: <br />a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIREGT-APPLIED G.W.B. GEILING <br />4. WEB MEMBER BRACING: <br />THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WE55, VERTIGAL5) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. 'T' OR 'L' BRACE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRACE5 (REFERENCE <br />BG51-133 FI6URE5 83-18 d 83-14 5HOP APPLIED REINFORCEMENT PER BG51-133 FI6URE5 83-22 4 BG-23 15 <br />ACCEPTABLE. <br />• 'T' d 'L' REINFORCING MATERIAL 5HALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. <br />• 'L' 3 'T' REINFORCING TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. <br />• FA5TEN 'L' OR 'T' REINFORCING TO WEBNERTIGAL W/ Ibd GUN NAILS (0.13lx3 I/2") AT 6" O.G. <br />b. CONTINUOU5 LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY CONFIGURED ROOF TRU55E5 AL16N, GONTINUOU5 ROWS OF LATERAL <br />BRAGIN6 MAY BE U5E0 IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. <br />• CONTINUOUS ROW5 OF LATERAL BRACING 5HALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP SPLICED <br />ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 COMPRE5510N WEB W (2) Ibd <br />6UN NAILS (0.13I0 1/2"). <br />• GONTINUOUS LATERAL BRAGIN6 5HALL BE RESTRAINED BY DIA60NAL BRACING (MIN. 2" THICK NOMINAL <br />LUMBER d MINIMUM 5PF 'STUD' GRADE MATERIAL). TH15 BRACIN6 15 TO BE GONTINUOU5. PROVIDE ONE <br />ROW OF DIAGONAL BRACING AT VERTICAL WEB MEMBER5 OF TRU55E5 CLO5E5T TO EACH GABLE END <br />WALL d ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. <br />DIAGONAL BRAGE NAILED TO OPP051TE <br />PROVIDE (2) Ibd NAIL5 o 51DE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/0513 <br />A ROOF 5HEATHIN65 <br />COMPRE5510N WEB (5LOPIN6 <br />OR VERTICAL) <br />COMPONENT ff GLADDIN6 <br />PRE55URE ZONES <br />Gomponents 4 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 />PRE55URE-50 <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 27 <br />2e <br />+14A <br />-36.8 <br />0 <br />+14A <br />-3b.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 />O <br />+14.1 <br />-45.1 <br />(GABLE) <br />20° TO 21° <br />2n <br />+14A <br />-45.1 <br />0 <br />+14.01 <br />-53.6 <br />O <br />+21.2 <br />-22A <br />WALL5 <br />O5 <br />+21.2 <br />-28.3 <br />0 OTE:Pre55ure5 charted here are allowable pressures and are <br />permitted to be converted per A5GE -I-lb section 2.4.1 to get <br />an equivalent ultimate load pressure. Divide allowable <br />pressures by a factor of 0.6 to obtain ultimate pressures. <br />Values are based on Wor5t case scenario of 10 p5f (efF. area). <br />Refer to notes on 5-0.0 for roof/wall nailing requirements. <br />seal Git.,,�°� <br />G•E N S�. tic,'„� <br />o <br />•CC <br />•.�� : AT OF <br />0 �•V . <br />0 CD <br />Z <br />J� <br />w <br />w <br />CD <br />= <br />z <br />w <br />J <br />Z= <br />H <br />C v <br />WF- <br />H <br />T <br />JJ <br />W <br />y <br />W <br />IV <br />7 <br />M&K project number: <br />GONTINUOU5 LATERAL BRACE <br />ALTERNATE ® (3) OR MORE <br />ADJACENT 51MILAR TRU55E5 (5EE <br />INDIV. TRU55 5HOP DRAWINGS <br />FOR LOGATIONS) <br />2x 5TRON6BAGK MAY BE <br />IN5TALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REOV FOR <br />STRUCTURE) <br />project mgr: <br />drawn by: <br />issue date: <br />... <br />......... <br />REVISIONS: <br />05 <br />068-2001 1 <br />JSB <br />DR <br />10-20-21 <br />GONTIN. LATERAL BRAGIN6 —/ I <br />date: <br />initial: <br />TO LAP AGRO55 MIN. (1) DIRECT -APPLIED <br />I I/02/2021 <br />EMG <br />TRU55 BAY A5 5HOWN 6M GEILIN6 <br />fevisw SLAB FMC W <br />5EGTION B-B <br />ALIOMIE METHM r+EaE 0) oR MORE S"M rWIM AM 6Ro m <br />WEB MEMBER REQUIRING <br />B <br />BRAGIN6 A5 INDIGATED BY <br />i� <br />TRU% MANUFACTURER <br />2x STRON6BAGK 2x 5TRON6BAGK5 MAY BE <br />IN5TALLED FOR CON5TRUGTABILITY <br />^j <br />,r <br />(NOT REaV FOR TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REaV FOR <br />5TRUGTURE) <br />a <br />DIRECT -APPLIED <br />PLYWD/0513 <br />DIREGT-APPLIED B V OR 'T' BRACING <br />6WB GEILING WEB5 DE516NATED BY <br />TRU55 MANUF. <br />TYPICAL TRU55 ELEVATION <br />PERMANENT TRUSS <br />D�T,41 L5�INOTES <br />Ok��IaN6 <br />CT APPLIED CEILING <br />W <br />0 <br />J <br />lL <br />w <br />Q <br />Z <br />nnW <br />I� <br />O <br />x <br />IL <br />J <br />Cn <br />d <br />� <br />w <br />0 <br />� <br />� <br />U <br />D <br />z <br />0 Z <br />W <br />""" <br />J J <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 APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />sheet: <br />PBSBIII41 <br />