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PERMANENT ROOF TRUSS BRACING NOTES: <br />(51N(7LE FAMILY HOME OR TOWNHOU5E CONSTRUCTION, WITH ROOF TRUSSES 5PAGED NO MORE THAN 24" O.G) <br />I. WOOD TR1,155E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY <br />INFORMATION (BG5I) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLING, RE5TRAININ6 d BRACING OF <br />METAL PLATE CONNECTED WOOD TRU55E5," (2006 EDITION). <br />2. TOP CHORD BRAGIN6: <br />TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/055 5HEATHING. <br />• IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRUSS OR TO PURLIN5 FASTENED TOP <br />CHORD, CONTACT MdK FOR BRACING DE516N. <br />3. BOTTOM CHORD BRACING: <br />a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED 6.W.B. GEILIN6 <br />4. WEB MEMBER BRACING: <br />THE TRU55 MANUFACTURER SHALL INDICATE THE TRUSS MEMBERS (WEBS, VERTICALS) THAT REQUIRE <br />LATERAL BRAGING/RE5TRAINT. <br />a. T' OR 'L' BRACE: <br />WHERE BRACING 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE T' OR 'L' BRACES (REFERENCE <br />B651-53 FI6URE5 B3-16 b 13341). SHOP APPLIED REINFORCEMENT PER BG51-133 FIGURE5 133-22 d BG-23 15 <br />ACCEPTABLE. <br />• T' s 'L' REINFORCIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEBNERTICAL MEMBER. <br />• 'L' 4 T' REINFORCING TO BE A MINIMUM OF G0% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. <br />• FA5TEN 'L' OR 'T' REINFORGIN6 TO VE/VERTIGAL W/ 16d GUN NAILS (0.131x3 I/2") AT b" O.G. <br />b. CONTINUOUS LATERAL BRACING ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRUSSES AL16N, CONTINUOUS ROW5 OF LATERAL <br />BRAGING MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR T' BRACES. <br />• CONTINUOUS ROW5 OF LATERAL BRAGIN6 SHALL CONSIST OF MINIMUM 2x4. ROW5 SHALL BE LAP SPLICED <br />ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 COMPRESSION WEB W (2) Ibd <br />GUN NAILS (0.131x3 1/2"). <br />• CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER 4 MINIMUM 5PF 15TUD' GRADE MATERIAL). THI5 BRACING 15 TO BE CONTINUOUS. PROVIDE ONE <br />ROW OF DIAGONAL BRACING AT VERTICAL WEB MEMBERS OF TRUSSES CLOSEST TO EACH GABLE END <br />WALL E ADDITIONAL DIAGONALS AT 20'-0" AS REQUIRED. <br />DIAGONAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) Ibd NAILS ® 51DE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATE- MOVEMENT) DIRECT -APPLIED PLYWOOD/05B <br />ROOF 5HEATHIN6 <br />COMPRESSION WEB (5LOPI% <br />OR VERTICAL) <br />2e <br />COMPONENT <br />J <br />iI <br />N <br />� 2e <br />I <br />43e <br />J <br />11 <br />S CLADDING <br />Gomponent5 $ Gladding Wind Pre55ure5 <br />UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. 11 <br />Endo5ed, 0.18 Int. Pre55ure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE55URE50 <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 />200 TO 210 <br />2 <br />+14A <br />-36.8 <br />0 <br />+14A <br />-36.8 <br />OI <br />+14A <br />-28.5 <br />0 <br />+14A <br />-45.1 <br />ROOF <br />2e <br />+14A <br />-28.3 <br />3e <br />+14A <br />-45.1 <br />(GABLE) <br />20° TO 2l° <br />2n <br />+14A <br />-45.1 <br />0 <br />+14A <br />-53.6 <br />O <br />+21.2 <br />-22A <br />WALLS <br />5O <br />+21.2 <br />-28.3 <br />110TEPresgurec, charted here are allowable pressures and are <br />permitted to be converted per A56E -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: ete�°,l1i t I,r/, <br />G. <br />R M f <br />~ * No 77824 <br />10 STATE OF <br />copyri <br />strudulal h ineering, Inc. <br />aCM <br />Z <br />J� <br />W <br />W <br />Z <br />CD <br />Z <br />W <br />J <br />ZF- <br />I— <br />WC <br />t— <br />N <br />J <br />JH <br />z <br />W <br />y <br />W <br />C <br />7 <br />PRESSURE ZONES <br />M&K project number++ <br />CONTINUOUS LATERAL BRACE <br />0 V 8-200 �i 1 i I <br />ALTERNATE A (3) OR MORE <br />project mgr: <br />drawn b y DR <br />ADJACENT SIMILAR TRU55E5 (SEE <br />INDIV. TRU55 SHOP DRAWINGS <br />x FOR LOCATIONS) <br />_ <br />NG-BACK MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />issue date: - <br />O9 30"2 <br />TO KEEP EVEN 5PAGING AT <br />BOTTOM CHORD (NOT REQ'D FOR <br />STRUCTURE) <br />REVISIONS: <br />ate: initial: <br />GONTIN. LATERAL BRACING <br />TO LAP AGRO55 MIN. (1) DIREGT-APPLIED <br />TRUSS BAY A5 5HOWN GWB CEILING <br />03/17O22 DJR <br />SECTION 0-8 <br />MAR 3 1 2022 <br />nLTOWre PEnW wee 0) OR MM SHvR T IMM ,M 6ROMM <br />/— WEB MEMBER REQUIRING <br />B BRAGING AS INDICATED BY <br />TRUSS MANUFACTURER <br />2x 5TRON6BAGK 2x 5TRONG6AGK5 MAY BE <br />(NOT REQ'D FOR INSTALLED FOR GONSTRUGTABILITY <br />TO KEEP EVEN 5PAGING AT <br />STRUCTURE) BOTTOM CHORD (NOT REQ'D FOR <br />51T?UGTURE) <br />DIRECT -APPLIED <br />PLYWD/O5B <br />DIREGT-APPLIED / \--'L' OR 'T' BRACING o <br />GWB GEILIN6 VEBS DESIGNATED BY <br />TRUSS MANUF. <br />TYPICAL TRU55 ELEVATION <br />PERMANENT TRU55 <br />BRAG I NCG DETA I L5 $ NOTE5 <br />SCALE: NOW <br />DIRECT APPLIED ONLINS <br />a '� <br />I <br />h <br />LETTERED DETAIL5 ARE TYPIGAL FOR NUMBERED DETAIL5 ARE PLAN <br />TH 15 HOME � 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU I RED <br />ALL APPL I GABLE AREA5. 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 />