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r; <br />PERMANENT ROOF TRU55 BRACING NOTES: <br />(51N6LE FAMILY HOME OR TOWNHOU5E CONSTRUCTION, WITH ROOF TRUSSES 5PAGED NO MORE THAN 24" OL) <br />I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY <br />INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RE5TRAININ6 4 BRAGIN6 OF <br />METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). <br />2. TOP CHORD BRAGIN6: <br />TOP CHORDS SHALL BE BRACED BY DIREGT-APPLIED PLYWOOD/0513 5HEATHIN6. <br />• IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP <br />CHORD, CONTACT MW FOR BRAGIN6 DE516N. <br />3. BOTTOM CHORD BRAGIN& <br />a. THE BOTTOM CHORDS SHALL BE BRACED BY DIREGT-APPLIED G.W.B. GEILIN6 <br />4. WEB MEMBER BRAGIN& <br />THE TRU55 MANUFACTURER SHALL INDICATE THE 1RL65 MEMBERS 4WE85, VERTIGALS) THAT REQUIRE <br />LATERAL 13RAGIN6/RE5TRAINT. <br />a. 'T' OR V BRACE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRACES (REFERENCE <br />BG51-63 FI6URE5 83-18 d B344). SHOP APPLIED REINFORCEMENT PER BG51-B3 1`I6URE5 133-22 d BG-23 15 <br />ACCEPTABLE. <br />• 'T' 4 'L' REINFORCING MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. <br />• 'L' $ 'T' REINFORCIN6 TO BE A MINIMUM OF c10% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. <br />• FA5TEN 'L' OR 'T' REINFORCING TO WEB/VERTIGAL Wl Ibd 6UN NAILS (0.13lx3 I/2") AT 6" O.G. <br />b. CONTINUOUS LATERAL BRAGING ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFl6URED ROOF TRU55E5 AL16N, CONTINUOUS ROWS OF LATERAL <br />BRACING MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. <br />• CONTINUOUS ROWS OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP 51PLIGED <br />ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 COMPRESSION WEB w/ (2) Ibd <br />GUN NAILS (0.13101/2"). <br />• CONTINUOUS LATERAL 13RAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER d MINIMUM 5PF 'STUD' 6RADE MATERIAL). THI5 BRA61% 15 TO BE CONTINUOUS. PROVIDE ONE <br />ROW OF DIAGONAL BRAGING AT VERTICAL WEB MEMBERS OF TRUSSES CLOSEST TO EACH 6ABLE END <br />WALL $ ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. <br />DIAGONAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) Ibd NAILS A 51DE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYW000/0513 <br />A �'ROOF 5HEATHIN6 <br />GONTIN. LATERAL BRAGIN6 <br />TO LAP AGRO55 MIN. (1) <br />TRUSS BAY A5 5HOWN <br />COMPRESSION WEB (SLOPIN6 <br />OR VERTICAL) <br />CONTINUOUS LATERAL BRACE <br />ALTERNATE o (3) OR MORE <br />ADJACENT 51MILAR TRUSSES (5EE <br />" INDIV. TRU55 SHOP DRANINC75 <br />FOR LOCATIONS) <br />2x 5TRON6BAGK MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN SPACING AT <br />BOTTOM CHORD (NOT REOV FOR <br />STRUCTURE) <br />DIRECT -APPLIED <br />6WB GEILIN6 <br />SECTION B-B <br />nueaa a MEn"ov weze 0) OR nora sirnuR Mr <br />fES An 6P W <br />COMPONENT <br />� CLADDING <br />PRE55URE ZONE5 <br />Gomponent5 $ Gladding Nind Pressures <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 />PRE55URE5e <br />HT: 25 FT. <br />(P5F) <br />(15F) <br />ROOF (HIP) <br />0 <br />+141 <br />-26.6 <br />2r <br />+14A <br />-36.8 <br />200 TO 270 <br />2e <br />+141 <br />-3613 <br />O3 <br />+14A <br />-36.8 <br />OI <br />+14.61 <br />-28.3 <br />2r <br />+14A <br />-45.1 <br />ROOF <br />2e <br />+14A <br />-28.3 <br />3e <br />+14A <br />-45.1 <br />(6ABLE) <br />20• TO 27• <br />2n <br />+14A <br />-45.1 <br />O <br />+14A <br />-53.6 <br />0 <br />+21.2 <br />-221 <br />NALL5 <br />FT-1 <br />+21.2 <br />-28.3 <br />NOTE: Pressures charted here are allowable pressures and are <br />permitted to be converted per A5GE 7-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 />N 7 <br />�r • <br />ST <br />r= <br />© copyright : MULHERN & KULP <br />Structural Enoineem <br />0 cD <br />Z <br />JLU <br />W <br />w <br />Z <br />Z <br />w <br />J <br />Q <br />ZF- <br />H <br />C U <br />W� <br />F-- <br />3 <br />Jz <br />W <br />y <br />W <br />Q'. <br />7 <br />M&K project number: <br />ETc. 4 2021 <br />0 <br />rn <br />a <br />CD <br />.a <br />Q v <br />♦ Q <br />t S` <br />v 43 <br />j <br />m E <br />a'A <br />�o <br />0F80 <br />to <br />m L6 <br />CD N <br />CM <br />068.200 1 1 <br />project mgr J S B <br />drawn by: DR <br />issue date: O9-29-21 <br />REVISIONS: <br />date: <br />WEB MEMBER REQUIRING <br />B BRAGIN6 A5 INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRON60AGK5 MAY BE <br />2x STRONGBAGK INSTALLED FOR GON5TRUCTABILITY P" <br />(NOT REOV FOR TO KEEP EVEN SPACING AT . ~ <br />STRUCTURE) BOTTOM CHORD (NOT REQV FOR <br />5TRUGTURE) <br />DIRECT -APPLIED a <br />PLYWD/0513 <br />DIREGT-APPLIED B 'L' OR 'T' BRAGIN6 a <br />6WB GEILIN6 NEB5 DE516NATED BY <br />TRU55 MANUF. <br />TYPICAL 1RU55 ELEVATION <br />PERMANENT TRU55 <br />BRAG I NG DETA I L5 4 NOTE5 <br />SCALE: NONE <br />VIREGT APPLIED GEILIN6 <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME 4 SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REQU I RED <br />ALL APPL I GABLE AREAS. 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