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u <br />r� <br />PERMANENT ROOF TRU55 BRACING NOTES: <br />(51N61-E FAMILY HOME OR TOWNHOU5E GON5TRUGTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" O.G) <br />I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDIN6 COMPONENT SAFETY <br />INFORMATION (BG51) "61,1IDE TO GOOD PRACTICE FOR HANDLIN6, INSTALLING, RE5TRAININ6 4 13RAGIN6 OF <br />METAL PLATE CONNECTED WOOD TRUSSES," (2006 EDITION). <br />2. TOP CHORD BRAGIN6: <br />TOP CHORDS SHALL BE BRACED BY DIREGT-APPLIED PLYWOOD/0513 SHEATHING. <br />• IF 5HEATHING 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 CHORDS SHALL BE BRACED BY DIREGT-APPLIED 6.W.B. GEILIN6 <br />4. WEB MEMBER BRAGIN6: <br />THE TRUSS MANUFACTURER SHALL INDICATE THE TRUSS MEMBERS (WEB5, VERTIGAL5) THAT REQUIRE <br />LATERAL BRAGIN6/RESTRAINT. <br />a. "r' OR 'L' BRACE: <br />WHERE BRAGIN6 15 REQUIRED AS INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE <br />BG51-133 FI6URE5 53-18 4 63-19). SHOP APPLIED REINFORCEMENT PER 6651-133 FI6URE5 133-22 4 Br-23 IS <br />ACCEPTABLE. <br />• 'V 4 'L' REINFORGINC MATERIAL SHALL MATCH THE 51ZE OF THE WEWERTIGAL MEMBER. <br />• V 4 'T' REINFORGING TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. <br />• FASTEN 'L' OR 'T' REINFORGING TO WEB/VERTIGAL W/ 16d 6UN NAIL5 (0.13lx3 I/2") AT 6" O.G. <br />b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE SIMILARLY GONFI6URE0 ROOF TRU55E5 ALIGN, CONTINUOUS ROWS OF LATERAL <br />BRAGINS MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRACES. <br />• CONTINUOUS ROWS OF LATERAL BRAGING SHALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP SPLICED <br />ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRUSS GOMPRE55ION WEB W (2) Ibd <br />6UN NAILS (0.1310 1/2"). <br />• CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER 4 MINIMUM 5PF 'STUD' 6RADE MATERIAL). THI5 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE <br />ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRUSSES CLOSEST TO EACH GABLE END <br />WALL 4 ADDITIONAL DIAGONALS AT 20'-0" AS REQUIRED. <br />DIAGONAL BRACE NAILED TO OPPOSITE <br />PROVIDE (2) 16d NAILS a 51DE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/OSB <br />A ��ROOF 5HEATHIN6 <br />GOMPRE55ION WEB (5LOPIN6 <br />OR VERTICAL) <br />COMPONENT <br />J <br />H CLADDING <br />Gomponent5 � Glodding Wind Pre55ure5 <br />UP TO 140 MPH Wind Zone Exp. B, Risk Gat. II <br />Endo5ed, 0.18 Int. Pre55ure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE55URE5© <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 210 <br />2e <br />+14A <br />-36.8 <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 />-28.5 <br />3e <br />+14A <br />-45.1 <br />(CABLE) <br />200 TO 210 <br />2n <br />+14A <br />-45.1 <br />0 <br />+14A <br />-53.6 <br />O <br />+21.2 <br />-22A <br />WALL5 <br />0 <br />+21.2 <br />-28.3 <br />NOTE:Pre55ure5 charted here are allowable pre55ure5 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 />Pre55ure5 by a factor of 0.6 to obtain ultimate pre55ure5. <br />Values are based on Worst case Scenario of 10 p5f (eff. area). <br />Refer to notes on 5-0.0 for roof/wall nailing requirements. <br />seal: �,��������:: <br />t F <br />• Mo 78 4 <br />• ATE O F t, <br />�. <br />X, Rev T <br />© copyright:*-4RN ��Y 'ZQZ' <br />Struduraf itg, Inc. <br />aCD <br />Z <br />_J R <br />w <br />w <br />\/ Z <br />i cz <br />Z <br />w <br />J <br />Q <br />ZF- <br />F— <br />WF— <br />3 <br />JJ <br />W <br />cc <br />W <br />0 <br />0 <br />M <br />aa.. <br />a� <br />Q CS <br />c E <br />=o � <br />m E <br />ai <br />m o <br />o <br />op <br />o m <br />m Ui <br />N <br />M 0- <br />PRESSURE ZONES M&K project number: <br />CONTINUOUS LATERAL BRACE O 6 8"2 OO 1 1 <br />ALTERNATE ® (3) OR MORE <br />ADJAGENT SIMILAR TRU55E5 (SEE <br />INDIV. TRU55 SHOP DRAWINGS <br />project mgr: J s B <br />FOR LOCATIONS) drawn by: DJ R <br />2x 5TRONC7BAGK MAY BE <br />INSTALLED FOR GON5TRUGTABILITY 1 2" 14"21 <br />issue date: <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQ'D FOR <br />REVISIONS: <br />EVISIONS: <br />GONTIN. LATERAL BRAGIN6 <br />ate: initial: <br />TO LAP AGRO55 MIN. (1) DIREGT-APPLIED <br />TRU55 BAY A5 5HOWN GWB GEILIN6 <br />SECTION B-B <br />ALTEMAre WE NOZE (3) OR MorM SIHL R mousses AM 64ZOWW <br />2x 5TRON65AGK <br />(NOT REQ'D FOR <br />STRUCTURE) <br />DIRECT -APPLIED <br />PLYWD/O5B <br />DIRECT -APPLIED <br />6WB GEILIN6 — <br />TYPICAL TRU55 ELEVATION <br />/— WEB MEMBER REQUIRING <br />B BRAGIN6 A5 INDICATED BY <br />TRUSS MANUFACTURER <br />2x 5TRON65AGK5 MAY BE <br />INSTALLED FOR GONSTRUCTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REGIV FOR <br />STRUCTURE) <br />El 'L' OR 'T' BRACING A <br />WEB5 DE516NATED BY <br />TRUSS MANUF. <br />PERMANENT TRU55 <br />O <br />BRACING DETA I L5 $ NOTES <br />SCALE: NONE DIRECT APPLIED GEILIN6 <br />j� <br />�/ 1 <br />J <br />0 <br />i,T <br />T� <br />W <br />O <br />0 <br />Z_ <br />UJ <br />CL <br />W <br />�-/ <br />UJ <br />.. <br />rr�}� <br />V <br />D <br />3:U) <br />d <br />v ! <br />_ <br />p z <br />W <br />J J <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME i SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU 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 />