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PERMANENT ROOF TRU55 BRAGING NOTES: <br />(51NGLE FAMILY HOME OR TOWNHOUSE GON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) <br />I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT 5AFETY <br />INFORMATION (BC51) "GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLING, RE5TRAINING d BRACING OF <br />METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). <br />2. TOP CHORD BRAGIN6: <br />TOP GHORD5 SHALL BE BRACED BY DIRECT -APPLIED PLYW000/05B 5HEATHI%. <br />• IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP <br />CHORD, CONTACT MW FOR BRAGM, DE516N. <br />3. BOTTOM CHORD BRACING: <br />a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIREGT-APPLIED G.W.B. GEILING <br />4. WEB MEMBER BRAGIN6: <br />THE TRU% MANUFACTURER 5HALL INDICATE THE TRUSS MEMBERS (WE65, VERTIGAL5) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. T' OR 'L' BRAGE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE T' OR 'L' BRAGE5 (REFERENCE <br />BG51-133 F16URE5 83-18 d 53-19). 5HOP APPLIED REINFORCEMENT PER BC51-53 F16URE5 83-22 d BG-23 15 <br />ACCEPTABLE. <br />• 'T' d 'L' REINFORCING MATERIAL SHALL MATCH THE 51ZE OF THE WEBNERTIGAL MEMBER. <br />• 'L' $ T' REINFORCING TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. <br />• FA5TEN 'L' OR T' REINFORCING TO WEB/VERTIGAL W/ Ibd GUN NAILS (0.131x3 I/2") AT b" O.G. <br />b. GONTINUOU5 LATERAL BRAGING ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 ALI6N, GONTINUOU5 ROW5 OF LATERAL <br />BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR T' BRAGE5. <br />• GONTINUOU5 ROW5 OF LATERAL BRACING 5HALL GON515T OF MINIMUM 2x4. ROWS SHALL BE LAP 5PLIGED <br />ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 COMPRESSION WEB W (2) Ibd <br />GUN NAIL5 (0.1310 1/2"). <br />• GONTINUOU5 LATERAL BRAGIN6 5HALL BE RE5TRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER d MINIMUM 5PF 15TUO' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE CONTINUOUS. 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 OPP051TE <br />PROVIDE (2) Ibd NAILS 0 510E OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/0513 <br />A ROOF 5HEATHING <br />GOMPRE%ION WEB (SLOPING <br />OR VERTICAL) <br />COMPONENT <br />J <br />Ll <br />4 CLADDING <br />Gomponents 4 Gladding Wind Pressures <br />UP TO 140 MPH Wind Zone Exp. 8, Ri5k Gat. II <br />Endo5ed, 0.18 Int. Pre55ure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE-55URE50 <br />ZONE <br />PRE55URE5o <br />HT: 25 FT. <br />(P5F) <br />(P5F) <br />ROOF (HIP) <br />O <br />+14A <br />-26.6 <br />2r <br />+14.cl <br />-36.8 <br />20• TO 270 <br />2e <br />+14A <br />-36.8 <br />3O <br />+14A <br />-36.8 <br />OI <br />+14.a <br />-28.3 <br />2r <br />+14.11 <br />-45.1 <br />ROOF <br />2e <br />+14A <br />-28.3 <br />O <br />+14.9 <br />-45.1 <br />(GABLE) <br />20• TO 27" <br />0 <br />+14A <br />-45.1 <br />O <br />+14.9 <br />-53.6 <br />0 <br />+21.2 <br />-22A <br />HALLS <br />t 5� <br />+21.2 <br />-28.3 <br />•NOTE:Pressures charted here are allowable pressures and are <br />permitted to be converted per A5GE 1-I6 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 pressures. <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 />seal: \`01"11liIf�I <br />�y G. <br />No 77&4 <br />STATE OF % +` <br />��i� FS •;�l ORtOP • �� � <br />© coPYdght�" <br />strudur'a� tri eering, Inc. <br />=z z <br />J� <br />W <br />w <br />Z <br />C7 <br />Z. <br />w <br />J <br />d= <br />Z= <br />H <br />U <br />W� <br />H <br />T � <br />_J <br />W <br />M COD W <br />C <br />10/ PRE55URE ZONES M&K project number: <br />CONTINUOU5 LATERAL BRACE 0 6 8" 19 0 2 9 <br />ALTERNATE 0 (3) OR MORE <br />ADJACENT 51MILAR TRU55E5 (5EE <br />. INDIV. TRU55 SHOP DRAWINGS project mgr: <br />JSB <br />x <br />FOR LOGATIONS) drawn by: BC <br />IN5TALLLED FOR GONSTRUGTABILITY NC;BAGK MAY BE issue date: O ! "O S" 21 <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQ'D FOR <br />STRUGTURE) REVISIONS: <br />GONTIN. LATERAL BRACING date: initial: <br />TO LAP AGRO55 MIN. (1) DIREGT-APPLIED <br />TRU55 BAY A5 5HOWN GWB GEILIN6 <br />5EGTION B-B <br />M. BMTE MEIMP WERE 0) OR MORE WA.AR ft 56M AM BRMW <br />2x 511RON6BAGK <br />(NOT REQV FOR <br />5TRZTURE) <br />DIRECT -APPLIED <br />PLYWD/05B <br />WEB MEMBER REQUIRING <br />BRACING A5 INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRON613AGK5 MAY BE <br />INSTALLED FOR C.ONSTRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQV FOR <br />5TRUGTURE) <br />TYPICAL TRU55 ELEVATION <br />PERMANENT TRUSS <br />5RAC I NG DETAILS 4 NOTES Q <br />SCALE: NONE DIWT APPLIED C41MIN6 (� <br />W O <br />LL <br />TwTT W <br />LL1 Q z <br />Q O <br />a <br />W d <br />� z <br />OZ <br />LL1 JJ <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME $ 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 />PBS w 1 <br />