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--J - I-- u I 1 6 -_--- _ I <br />PERMANENT ROOF TRU55 BRAGIN6 NOTES: <br />(51N(7LE 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 BUILDIN6 COMPONENT 5AFETY <br />INFORMATION (5G51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLING, RE5TRAININ6 b BRACING OF <br />METAL PLATE CONNECTED WOOD TRU55E5," (2005 EDITION). <br />2. TOP CHORD BRAGIN6: <br />TOP CHORDS 5HALL BE BRACED BY DIRECT -APPLIED PLYWOOD/0513 5HEATHIN6. <br />• IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLINS FASTENED TOP <br />CHORD, CONTACT MW FOR BRAGIN6 DE516N. <br />3. BOTTOM CHORD BRAGIN6: <br />a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIREGT-APPLIED G.W.B. GEILIN6 <br />4. WEB MEMBER BRAGIN6: <br />THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEBS, VERTIGALS) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. 'T' OR 'L' BRACE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON 5HOP DRAWING, UTILIZE 'V OR V BRAGE5 (REFERENCE <br />Br51-B3 F16URE5 83-18 b B3-Iq). 5HOP APPLIED REINFORCEMENT PER BG51-B3 F16URE5 83-22 $ BG-23 15 <br />ACCEPTABLE. <br />• 'T' b V REINFORGIN6 MATERIAL 5HALL MATCH THE 51ZE OF THE WEBNERTIGAL MEMBER. <br />• V d 'T' REINFORGIN6 TO BE A MINIMUM OF 610% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. <br />• FA5TEN V OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ Ibd 6UN NAIL5 (0.131x3 1/2") AT 6" O.G. <br />b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 AL16N, 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. ROW5 5HALL BE LAP 5PLIGED <br />ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOMPRE55ION WEB w/ (2) Ibd <br />GUN NAILS (0.1310 1/2"). <br />• GONTINUOU5 LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAC70NAL BRA6IN6 (MIN. 2" THICK NOMINAL <br />LUMBER $ MINIMUM 5PF 'STUD' GRADE MATERIAL). TH15 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE <br />ROW OF DIAGONAL- BRAGIN6 AT VERTICAL WEB MEMBERS OF TRU55E5 GL05E5T TO EACH GABLE END <br />WALL d ADDITIONAL DIAGONALS AT 20'-0" A5 REQUIRED. <br />DIA60NAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) I6d NAILS ® <br />51DE OF WEB AT 20'-0" <br />MAX. (TO PREVENT <br />EACH MEMBER <br />LATERAL MOVEMENT) <br />DIREGT-APPLIED PLYWOOD/05B <br />ROOF 5HEATHIN6 <br />GOMPRE55ION WEB (5LOPIN6 <br />OR VERTICAL) <br />GONTINUOU5 LATERAL BRACE <br />ALTERNATE o (3) OR MORE <br />ADJACENT 51MILAR TRU55E5 (5EE <br />77 <br />x <br />INDIV. TRU55 5HOP DRAWIN65 <br />FOR LOGATIONS) <br />2x 5TRON613AGK MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQV FOR <br />5TRUGTURE) <br />GONTIN. LATERAL BRAGING <br />TO LAP AGRO55 MIN. (1) <br />DIREGT-APPLIED <br />TRU55 BAY A5 5HOWN <br />6W5 GEILIN6 <br />5EGTION B-B <br />ALTERNATE METHOD M9M (3) OR MORE SIMILAR TWSS 5 ARE 6RaYM <br />WEB MEMBER REQUIRING <br />B BRAGIN6 A5 INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRON6BAGK 2x 5TRON66AGK5 MAY BE <br />(NOT REQ'D FOR IN5TALLED FOR GON5TRUCTABILITY <br />STRUCTURE) TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQ'D FOR <br />5TRUGTURE) <br />DIRECT -APPLIED <br />PLYWD/05B <br />DIREGT-APPLIE�'L' OR 'T' BRACING <br />6WB GEILIN6 WEBS DE516NATED BY <br />TRU55 MANUF. <br />TYPICAL TRU55 ELEVATION <br />PERMANENT TRU55 <br />BRACING PETA I L5 $ NOTES <br />J <br />COMPONENT S GLADDIN6 <br />PRESSURE ZONES <br />Gomponent5 i Cladding Nind Pre55ure5 <br />UP TO 140 MPH Wind Zone Exp. B, Risk 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 />(PSF) <br />(P5F) <br />ROOF (HIP) <br />O <br />+14.9 <br />-26.6 <br />0 <br />+14.9 <br />-36.8 <br />20° TO 21° <br />2e <br />+14.61 <br />-36.8 <br />3O <br />+14.61 <br />-36.8 <br />OI <br />+14A <br />-28.5 <br />2r <br />+14.9 <br />-45.1 <br />ROOF <br />2e <br />+14A <br />-28.3 <br />3e <br />+14A <br />-45.1 <br />(GABLE) <br />20' TO 27° <br />2n <br />+14A <br />-45.1 <br />3r <br />+14A <br />-53.6 <br />�4 <br />+21.2 <br />-221 <br />WALLS <br />0 <br />+21.2 <br />-25.3 <br />•NOTE:Pre55ure5 charted here are allowable pressures and are <br />permitted to be converted per A5GE 1-16 5ection 2.4.1 to get <br />an equivalent ultimate load pressure. Divide allowable <br />pre5sure5 by a factor of 0.6 to obtain ultimate pre55ure5. <br />Values are based on worst case 5cenario of 10 p5f (eff. area). <br />Refer to note5 on 5-0.0 for roof/wall nailing requirements. <br />seal: 1 ,\\011t t1 f//, <br />W 77824 <br />*' - <br />STATE OF ;Lit <br />© capyr�i° <br />tdc��k��Englneering, Inc. <br />acD <br />Z <br />J� <br />w <br />w <br />Z <br />c <br />CD <br />r' <br />Z <br />w <br />CL <br />J <br />Q <br />Z <br />.n <br />V <br />L) <br />, <br />rt -Q <br />W� <br />cry <br />�Q) <br />-+ <br />m E <br />Q <br />Jz <br />a <br />�o <br />W <br />O <br />CA <br />Y <br />y <br />W <br />m` <br />C N <br />C <br />ch M <br />IV <br />7 <br />M&K project number: <br />068-200 1 1 <br />project mgr; ,j S B <br />drawn by: BC <br />issue date: 05-1 4-2 1 <br />REVISIONS: <br />date: initial: <br />242 <br />SCALE: NONE DIRECT APPLIED GEILIN6 <br />j Q <br />u lTT <br />L.I..1 <br />W <br />Q <br />° <br />0 <br />i <br />LL <br />'Q <br />1 <br />LLJ <br />V <br />N W <br />1 <br />0 Z <br />to <br />J J <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME $ SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REOU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE SPEG I E I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />sheet: <br />SBm 1 <br />