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I I I I t I I I 1' IL 11_I 1 1 1 1 I <br />n <br />PERMANENT ROOF TRU55 BRAGIN6 NOTE5: <br />(51N6LE FAMILY HOME OR TOWNHOU5E GON5TRU6TION, WITH ROOF TRU55E5 5PA( ED NO MORE THAN 24" O.G.) <br />I. WOOD TRU55E5 5HALL BE BRACED AND ERECTED IN AGGORDANGE WITH THE BUILDING COMPONENT 5AFETY <br />INFORMATION (BG51) "GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 4 BRAGIN6 OF <br />METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). <br />2. TOP CHORD BRACING: <br />TOP GHORD5 5HALL BE BRACED BY DIRECT -APPLIED PLYWOOD/05B 5HEATHIN6. <br />• IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU% OR TO PURLIN5 FA5TENED TOP <br />CHORD, CONTACT M4K FOR BRAGIN6 DE516N. <br />3. BOTTOM CHORD BRAGIN6: <br />a. THE BOTTOM GHORD5 5HALL BE BRACED BY DIRECT -APPLIED G.W.B. GEILIN6 <br />4. WEB MEMBER BRAGIN6: <br />THE TRU55 MANUFACTURER 5HALL INDICATE THE TRU55 MEMBER5 (WEBS, VERTIGAL5) THAT REQUIRE <br />LATERAL BRAGING/RE5TRAINT. <br />a. 'T' OR V BRACE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE <br />BG5I-53 FI6URE5 B3-I8 4 133-M). 5HOP APPLIED REINFORCEMENT PER BC51-133 FIGURES 133-22 4 BG-23 15 <br />ACCEPTABLE. <br />• 'T' 4 'L' REINFORGIN6 MATERIAL 5HALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. <br />• 'L' 4 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WE6/VERTIGAL MEMBER. <br />• FA5TEN 'L' OR 'T' REINFORGING TO WEB/VERTIGAL W/ Ibd 6UN NAIL5 (0.13lx3 l/2") AT 6" O.G. <br />b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFI&URED ROOF TRU55E5 ALIGN, GONTINUOU5 ROW5 OF LATERAL <br />BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. <br />• CONTINUOUS ROW5 OF LATERAL BRAGIN6 5HALL GON515T OF MINIMUM 2x4. ROW5 5HALL BE LAP 5PLIGED <br />ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 GOMPRE5510N WEB w/ (2) Ibd <br />GUN NAILS (0.13lx3 1/2"). <br />• GONTINUOU5 LATERAL BRAGIN6 5HALL BE RESTRAINED BY DIAGONAL BRA( IN6 (MIN. 2" THICK NOMINAL <br />LUMBER 4 MINIMUM 5PF '5TUD' GRADE MATERIAL). TH15 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE <br />ROW OF DIA60NAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRU55E5 GLO5E5T TO EACH GABLE END <br />WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. <br />DIA60NAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) Ibd NAILS ® 51DE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/0513 <br />A ROOF SHEATHING <br />COMPRE55ION WEB (5LOPIN6 <br />OR VERTICAL) <br />GONTINUOU5 LATERAL BRACE <br />ALTERNATE o (3) OR MORE <br />ADJACENT 51MILAR TRU55E5 (5EE <br />INDIV. TRU55 SHOP DRAWINC75 <br />FOR LOGATIONS) <br />2x 5TRON6BAGK MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOT-FOM CHORD (NOT REQ'D FOR <br />5TRUGTURE) <br />GONTIN. LATERAL BRAGIN6 <br />TO LAP ACR055 MIN. (1) DIRECT -APPLIED <br />TRU55 BAY A5 5HOWN 6WB GEILIN6 <br />5EGTION B-B <br />ALTEmTE rtTHW NoZE (3) OR MORE 51M LAR TM 5B ARE 6ROMM <br />J <br />I <br />I <br />I <br />2e <br />COMPONENT & GLADDIN6 <br />PRESSURE ZONES <br />Gomponents i Gladding Wind Pre55ure5 <br />UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. II <br />Enclosed, 0.18 Int. Pre55ure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE55URE50 <br />ZONE <br />PRE5%RE5© <br />HT: 25 FT. <br />(�F) <br />(P5F) <br />ROOF (HIP) <br />O <br />+14A <br />-26.6 <br />0 <br />+14A <br />-36.8 <br />200 TO 2l0 <br />2e <br />+14.11 <br />-36.8 <br />O3 <br />+14A <br />-36.8 <br />O <br />+141 <br />-28.5 <br />2r <br />+14A <br />-45.1 <br />ROOF <br />2e <br />+14A <br />-28.3 <br />3e <br />+14A <br />-45.1 <br />(GABLE) <br />200 TO 210 <br />2n <br />+141 <br />-45.1 <br />O <br />+14A <br />-53.6 <br />O <br />+21.2 <br />-22A <br />WALL5 <br />0 <br />+21.2 <br />-28.3 <br />• OTE:Pres5ure5 charted here are allowable Pre55ure5 and are <br />permitted to be converted per A5GE 1-16 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 />Volue5 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 />N 0 4? 2��2 <br />1' <br />Or <br />A- <br />�. <br />© copyright : WUL-HEF146 ILW <br />Structural Engineering, Inc. <br />oz <br />J� <br />W <br />w <br />z_ <br />i z <br />LU <br />a <br />J <br />a <br />Z� <br />Q� <br />c-) <br />- a <br />pC <br />UJI1- <br />c <br />au <br />a <br />mE <br />Q <br />Jz <br />Q <br />'WED <br />W <br />Ifl <br />Y <br />2 <br />y <br />W <br />m <br />cm,cca. <br />7 <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />drawn by: <br />issue date: <br />REVISIONS: <br />JSB <br />BC <br />09-13-21 <br />■ date: initial: ■ <br />WEB MEMBER REQUIRING <br />B BRAGIN6 A5 INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRON6BAGK 2x 5TRON6BAGK5 MAY BE <br />(NOT REQ'D FOR INSTALLED FOR GON5TRUCTABILITY <br />STRUCTURE) TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQ'D FOR Cr <br />5TRUCTURE) (� <br />DIRECT -APPLIED �j <br />PLYW0/055 Q <br />C <br />ro <br />r, <br />B <br />DIRECT -APPLIED 'L' OR 'T' BRAGIN6 A <br />6WB GEILIN6 NE65 DE516NATED BY <br />TRU55 MANUF. <br />TYPICAL TRO55 ELEVATION <br />PERMANENT TRU55 Q <br />BRAG I NG DETAILS I NOTES <br />SCALE: NONE DIRECT APPLIED GEILIN6 <br />W 0 <br />F--1 J <br />J U) <br />T� I.J..I <br />I Q z <br />Q 0 a <br />rCL <br />i� <br />W U <br />J 00 U) <br />� o? <br />JJ <br />LETTERED DETAILS ARE TYPICAL 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 INDICATED <br />DETAILS ARE NOT 11GUT11 ON THE PLANS. ("GUT") ON THE PLANS. <br />sheet: <br />PBSBPA 1 <br />