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a <br />a <br />PERMANENT ROOF TRU55 BRACING NOTE5: <br />(SINGLE FAMILY HOME OR TOWNHOUSE GON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.C) <br />I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY <br />INFORMATION 0651) 'GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 4 BRAGIN6 OF <br />METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). <br />2. TOP CHORD 13RAGIN6: <br />TOP GHORD5 SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/0513 SHEATHING. <br />• IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FA5TENED TOP <br />CHORD, CONTACT MW FOR BRACING DE516N. <br />3. BOTTOM CHORD BRACING: <br />a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIREGT-APPLIED G.W.B. GEILIN6 <br />4. WEB MEMBER BRAGIN6: <br />THE TRU55 MANUFAGTURER 5HALL INDICATE THE TRU55 MEMBER5 (WEBS, VERTIGAL5) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. 'T' OR V BRACE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWIN6, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE <br />BG51-53 FI6URE5 83-18 4 B3-Iq). SHOP APPLIED REINFORCEMENT PER BC51-133 FI6URE5 53-22 I BG-23 15 <br />ACCEPTABLE. <br />• 'T' I 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEWERTIGAL MEMBER. <br />• 'L' I 'T' REINFORGING TO BE A MINIMUM OF c10% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. <br />• FA5TEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ Ibd GUN NAILS (0.131x3 I/2") AT 6" O.G. <br />b. GONTINUOU5 LATERAL BRACING ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY CONFIGURED ROOF TRU55E5 ALIGN, GONTINUOU5 ROWS OF LATERAL <br />BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. <br />• GONTINUOU5 ROWS OF LATERAL BRAGIN6 5HALL GON515T OF MINIMUM 2x4. ROWS 5HALL BE LAP 5PLIGED <br />ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOMPRE5510N WEB W (2) I6d <br />GUN NAIL5 (0.1310 I/2"). <br />• GONTINUOU5 LATERAL BRAGING 5HALL BE RE5TRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER 4 MINIMUM 5PF 15TUD' GRADE MATERIAL). THI5 BRACING 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 OPPOSITE <br />PROVIDE (2) I6d NAIL5 O 51DE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/0513 <br />./i ROOF 5HEATHIN6 <br />GONTIN. LATERAL BRAGIN6 <br />TO LAP ACROSS MIN. (1) <br />TR155 BAY A5 5HOWN <br />2x 5TRON6BACK <br />(NOT REa'D FOR <br />5TRUGTURE) <br />DIRECT -APPLIED <br />PLYWD/05B <br />GOMPRE55ION WEB (5LOPIN6 <br />OR VERTICAL) <br />GONTINUOU5 LATERAL BRACE <br />ALTERNATE O (3) OR MORE <br />ADJACENT 51MILAR TRU55E5 (5EE <br />INDIV. TRU55 SHOP DRAWIN65 <br />x FOR LOGATIONS) <br />2x 5TRONGBAGK MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />��Sz TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REab FOR <br />STRUGTURE) <br />DIRECT -APPLIED <br />616113 GEILIN6 <br />SECTION B-B <br />&THHATE MWO KM 0) OR MORE SWM TRI66M AM 6ROWW <br />0 <br />WEB MEMBER REQUIRING <br />BRACING A5 INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRON65AGK5 MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PACI% AT <br />BOTTOM CHORD (NOT REOV FOR <br />5TRUCTURE) <br />J <br />11 <br />f LG L <br />COMPONENT � GLADDIN6 <br />PRE55URE ZONES <br />Gomponent5 � Gladding Hind 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 />PRE550RE50 <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 21" <br />2e <br />+141 <br />-36.8 <br />+14A <br />-36.8 <br />O <br />+14A <br />-28.3 <br />2r <br />+141 <br />-45.1 <br />ROOF <br />2e <br />+14A <br />-28.3 <br />0 <br />+14A <br />-45.1 <br />(GABLE) <br />20• TO 2l• <br />2n <br />+14A <br />-45.1 <br />0 <br />+14A <br />-53.6 <br />[ 4 <br />+21.2 <br />-22.1 <br />WALL5 <br />O5 <br />+21.2 <br />-28.3 <br />NOTE:Pre5sure5 charted here are allowable pre55ure5 and are <br />permitted to be converted per A5GE 7-16 Section 2.4.1 to get <br />an 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 p5f (off. 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 />l"n•nF1/ <br />•'E N <br />o <br />TAT OF •'� <br />© copyright : MULHERN & KULP <br />Structurmeerin fi hg0 21 <br />0 t.0 <br />z <br />JLU <br />w <br />w <br />z <br />N <br />CD <br />z <br />r <br />w0.. <br />J <br />Q <br />� <br />I-- <br />� <br />oc <br />trn,e <br />W� <br />=� <br />a <br />m E <br />;. <br />Z <br />LU <br />y <br />W <br />Q <br />m <br />Q N <br />7 <br />M&K project number: <br />068-2001 1 <br />project mgr: ,,J S B <br />drawn by: D R <br />issue date: 09-80-21 <br />REVISIONS: <br />date: initial: <br />CU <br />C <br />� <br />o <br />J <br />J <br />LL. <br />� <br />W <br />W <br />Q <br />z <br />C) <br />0 <br />x <br />� <br />a <br />� <br />W <br />Q <br />� <br />U <br />� <br />� <br />H <br />_ <br />Lr) can <br />O Z <br />,U) <br />J J <br />sheet: <br />PBSBP11 I <br />