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PERMANENT ROOF TRU55 BRACING NOTES: <br />(51111 FAMILY HOME OR TOWNHOUSE CON5TRUGTION, WITH ROOF TRUSSES 5PAGED NO MORE THAN 24" O.G) <br />I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN AGCORDANGE WITH THE BUILDING COMPONENT SAFETY <br />INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6, RE5TRAININ6 4 BRACING OF <br />METAL PLATE CONNECTED WOOD TR055E5," (2008 EDITION). <br />2. TOP CHORD 13RAGIN6: <br />TOP GHORDS SHALL BE BRACED BY DIREGT-APPLIED PLYWOOD/0513 5HEATHIN6. <br />• IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FA5TENED TOP <br />CHORD, CONTACT MrEK FOR BRACING DE516N. <br />3. BOTTOM CHORD BRAGIN6: <br />a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIREGT-APPLIED 6.N.13. GEILIN6 <br />4. VEB MEMBER 13RAGIN6: <br />THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (NE135, VERTIGAL5) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. T' OR V BRAGE: <br />WHERE 13RAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRANIN6, UTILIZE T' OR 'L' BRAGE5 (REFERENCE <br />BG51-53 FI6URE5 133-18 d B3-19). 5HOP APPLIED REINFORCEMENT PER BG51-133 FIGURES B3-22 3 BG-23 15 <br />ACCEPTABLE. <br />• 'T' 4 'L' REINFORGIN6 MATERIAL 5HALL MATCH THE 51ZE OF THE NEEWERTIGAL MEMBER. <br />• 'L' d 'T' REINFORGIN6 TO BE A MINIMUM OF L10% OF THE LENGTH OF THE NEB/VERTIGAL MEMBER. <br />• FA5TEN 'L' OR 'T' REINFORGIN6 TO VEB/VERTIGAL N/ Ibd GUN NAILS (0.13lx3 I/2") AT b" O.G. <br />b. GONTINUOU5 LATERAL BRACING ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFI6 i ROOF TRUSSES AL16N, GONTINUOUS ROW5 OF LATERAL <br />13RAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR T' BRAGE5. <br />• GONTINUOU5 ROW5 OF LATERAL BRACING SHALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP 5PLIGED <br />ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOMPRE5510N WEB w/ (2) Ibd <br />GUN NAIL5 (0.1310 1/2"). <br />• CONTINUOU5 LATERAL BRACIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGI% (MIN. 2" THICK NOMINAL <br />LUMBER 4 MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE <br />ROW OF DIA60NAL BRAGIN6 AT VERTICAL WEB MEM13ER5 OF TRUSSES GLO5E5T TO EACH 6ABLE END <br />WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. <br />DIAGONAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) Ibd NAIL5 o 511E OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYW000/056 <br />A ROOF 5HEATHIN6 <br />�7 <br />1 <br />GONTIN. LATERAL 13RAGIN6 J <br />TO LAP AGRO55 MIN. (1) DIRECT -APPLIED <br />TR055 BAY A5 5HOWN 61 GEILIN6 <br />5EGTION B-B <br />ALTERNATE METrW MW (3) OR MORE SRN.M TRMS Eta: 6ROUP® <br />GOMPRE5510N WEB (SLOPING <br />OR VERTICAL) <br />GONTINUOU5 LATERAL BRACE <br />ALTERNATE 0 (3) OR MORE <br />ADJACENT 51M►LAR TRUSSES (SEE <br />INDIV. TRU55 SHOP DRAWINGS <br />FOR LOGATION5) <br />2x 5TRO%13AGK MAY BE <br />IN5TALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REO V FOR <br />5TRUGTURE) <br />WEB MEMBER REQUIRING <br />B �BRACING A5 INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRON613AGK 2x 5TRON65AGK5 MAY BE <br />(NOT REQ 1 FOR INSTALLED FOR GONSTRUGTABILITY <br />TO KEEP EVEN SPACING AT <br />5TRUG-rLi BOTTOM CHORD (NOT REQb FOR <br />5TRUGTURE) <br />DIRECT -APPLIED <br />PLYWD/05B <br />a <br />DIREGT-APPLIED / \-'L' OR T' BRACING A <br />6161113 GEILIN6 NE65 DE516NATED BY <br />TRU55 MANUR <br />TYPICAL TRu55 ELEVATION <br />PERMANENT TRUBS <br />SRAC I NG PETA I LB $ NOTEB <br />SCALE: NONE <br />DIRECT APPLIED GEILIN6 <br />J <br />COMPONENT � GLADDIN6 <br />PRE55URE ZONES <br />Gomponent5 � Gladdinci Wind 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 />(P5F) <br />ROOF (HIP) <br />O <br />+141 <br />-26.6 <br />0 <br />+14.9 <br />-36.8 <br />200 TO 27" <br />2e <br />+141 <br />-36.8 <br />3O <br />+14A <br />-36.8 <br />OI <br />+14A <br />-28.3 <br />0+14A <br />-45.1 <br />ROOF <br />2e <br />+14A <br />-28.3 <br />0 <br />+14A <br />-45.1 <br />(6ABLE) <br />20" TO 210 <br />2n <br />+14A <br />-45.1 <br />O <br />+14A <br />-53.6 <br />O4 <br />+21.2 <br />-221 <br />WALL5 <br />O5 <br />+21.2 <br />-28.3 <br />NOTE -Pressures 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 />pressures by a factor of 0.6 to obtain ultimate pre55ures. <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 DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME 4 SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU 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. ("GUT") ON THE PLANS. <br />seal:���`Q.• . <br />4 , <br />0r- <br />��e', <br />311IsDC� 1 6 202I <br />© copyright: MULHERN & W <br />Structural Engineering, Inc. <br />0 cD <br />z <br />Jcr_ <br />w <br />w <br />z <br />c <br />CD <br />rn <br />z <br />w <br />aa,. <br />J <br />C7 <br />a <br />Zi <br />A <br />�c <br />�Em <br />� <br />m � <br />a <br />J <br />Q <br />o <br />W <br />C <br />-0 <br />y <br />Lil <br />m` L6 <br />C N <br />C <br />CV)a <br />M&K project number: <br />068-2001 1 <br />project mgr: J,SB <br />drawn by: DJ R <br />issue date: `j 2-1 4-21 <br />REVISIONS: <br />date: initial: <br />U) <br />o <br />J <br />LL <br />W <br />� <br />W <br />0 <br />z <br />C) <br />x <br />J <br />� <br />(L <br />d <br />Z <br />h' <br />0 <br />U <br />4 <br />m x <br />W� <br />Q <br />o z <br />J J <br />sheet: <br />0 <br />PBSBP, I <br />