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PERMANENT ROOF TRU55 BRACING NOTES: <br />(51N6LE FAMILY HOME OR TOWNHOU5E GON5TRUGTION, WITH ROOF TRU55E5 5PACE0 NO MORE THAN 24" O.G) <br />I. WOOD TR055E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY <br />INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6, RE5TRAININ6 4 BRA6IN6 OF <br />METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). <br />2. TOP CHORD BRAGIN6: <br />TOP GHOR05 SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/0513 5HEATHIN6. <br />• IF 5HEATHIN67 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FA5TENED TOP <br />CHORD, CONTACT M4K FOR BRAGIN6 DE516N. <br />3. BOTTOM CHORD BRAGIN6: <br />a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIRECT -APPLIED G.W.B. GEILIN6 <br />4. WEB MEMBER BRACING: <br />THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS 0*135, VERTIGAL5) THAT REQUIRE <br />LATERAL BRACIN6/RE5TRAINT. <br />a. T' OR 'L' BRACE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE <br />13651-133 F16URE5 133-16 4 133-19). 5HOP APPLIED REINFORCEMENT PER BG51-63 FIG0RE5 83-22 4 BG-23 15 <br />ACCEPTABLE. <br />• 'T' 4 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. <br />• 'L' 4 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. <br />• FA5TEN 'L' OR 'T' REINFORCING TO WEB/VERTICAL W/ 16d GUN NAILS (0.13lx3 I/2") AT 6" O.G. <br />b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFIGURED ROOF TRU55E5 AL16N, GONTINUOU5 ROW5 OF LATERAL <br />BRAGIN6 MAY BE U5E0 IN LIEU OF THE ABOVE -NOTED 'L' OR T' BRAGE5. <br />• GONTINUOU5 ROWS OF LATERAL BRAGIN6 5HALL GON515T OF MINIMUM 2x4. ROWS SHALL BE LAP 5PLIGED <br />ONE T JJ55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOMPRE5510N WEB w/ (2) Ibd <br />6UN NAILS (0.13101/2"). <br />• GONTINUOU5 LATERAL BRAGIN6 SHALL BE RE5TRAINED BY DIA60NAL BRAGING (MIN. 2" THICK NOMINAL <br />LUMBER 4 MINIMUM 5PF 'STUD' GRADE MATERIAL). TH15 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE <br />ROW OF DIAGONAL BRACING AT VERTICAL WEB MEMBERS OF TRU%E5 GL05E5T TO EACH 6ABLE END <br />WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. <br />DIAGONAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) Ibd NAILS o <br />51DE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER <br />LATERAL MOVEMENT) <br />DIRECT -APPLIED PLYWOOD/0513 <br />-------------------A\ <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 />. <br />. . <br />\ <br />INDIV. TRU55 SHOP DPMING5 <br />x <br />FOR LOGATIONS) <br />2x 5TRON66AGK MAY BE <br />IN5TALLED FOR CON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REO V FOR <br />5TRUGTURE) <br />GONTIN. LATERAL 13RAGIN6 <br />TO LAP AGRO55 MIN. (I) <br />DIREGT-APPLIED <br />TRU% BAY A5 5HOWN <br />6NI3 GEILIN6 <br />5EGTION B-B <br />Ali RWE rcnbo wEtE (3) OR MOM 5MM IMAM ARE 6PZWW <br />WEB MEMBER REQUIRING <br />B <br />BRAGIN6 A5 INDICATED BY <br />�—, <br />TRU55 MANUFACTURER <br />2x 5TRONCOACK 2x 5TRON60AGK5 MAY BE <br />(NOT REQ'D FOR IN5TALLED FOR GON5TRUGTABILITY <br />5TRUGTURE) TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQV FOR <br />5TRUGTURE) <br />DIREGT-APPLIED <br />PLYWD/05B <br />DIRECT -APPLIED / �'L' OR T' BRACING o <br />GWB GEILIN6 WEBS DE516NATED BY <br />TRU% MANUF. <br />TYPICAL TRU55 ELEVATION <br />PERMANENT TRUSS <br />BRAG I NG DETAILS 4 NOTES <br />SGAL M NONC <br />DINZT APf"LI® C0LIN6 <br />COMPONENT <br />6� <br />� CLADDING <br />PRE55URE ZONE5 <br />Gomronent5 $ Gladding Wind Pre55ure5 <br />UP TO 140 MPH Wind Zone ExI2. B, Ri5k Gat. II <br />EndoSed, 0.18 Int. Pre55ure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE59URE50 <br />ZONE <br />PRESSURESO <br />HT: 25 FT. <br />(PSF) <br />(P6F) <br />ROOF (HIP) <br />O <br />+14A <br />-26.6 <br />2r <br />+141 <br />-36.8 <br />20" TO 21" <br />2e <br />+14A <br />-36.8 <br />+14A <br />-36.8 <br />0 <br />+14A <br />-28.3 <br />0+14A <br />-45.1 <br />ROOF <br />2e <br />+14A <br />-28.3 <br />O <br />+14A <br />-45.1 <br />(6ABLE) <br />20" TO 21" <br />2n <br />+14A <br />-45.1 <br />O <br />+141 <br />-53.6 <br />O <br />1+21.2 <br />-22A <br />WALLS <br />O5 <br />+21.2 <br />-28.3 <br />• 0TE:Pre55ure5 charted here are allowable pre55ures 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 />pressures by a factor of 0.6 to obtain ultimate pre59ure5. <br />Values are based on worst Gaye scenarlo of 10 p5f (eff. 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 />G. <br />V SF . G <br />7 <br />O. 8 TE F ;�.. <br />� % AS <br />o IO NAB <br />c copyn 4M>rY�RY <br />structural Engineering, Inc. <br />1.�.. 4m <br />z <br />JLU <br />W <br />w <br />Z <br />cz <br />Z <br />W <br />J <br />Z= <br />WW <br />H <br />N <br />M J <br />oc <br />Jz <br />W <br />0 <br />ti <br />M W <br />d". <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: p R <br />issue date: 1 0- 1 C. -'21 <br />REVISIONS: <br />date: initial: <br />11/02/2021 EMG <br />(1) o <br />IJ LL <br />< W <br />W (9 <br />W C] z <br />C] O <br />J U) <br />d <br />� Q W <br />J <br />U pC U <br />z <br />(J� LLJ <br />J J <br />sheet: <br />PBSBml <br />