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PERMANENT ROOF TRU55 BRACING NOTES: <br />(SINGLE FAMILY HOME OR TOWNHOUSE GON5TRUGTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" O.G) <br />I. WOOD TRU55E5 5HALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDIN6 COMPONENT SAFETY <br />INFORMATION (BG51) "6UIDE TO GOOD PRACTICE FOR HANDLIN6, INSTALLIN6, RE5TRAININ6 d BRACING OF <br />METAL PLATE CONNECTED WOOD TRUSSES," (2008 EDITION). <br />2. TOP CHORD BRAGIN6: <br />TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/055 5HEATHIN6. <br />• IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP <br />CHORD, CONTACT M4K FOR BRAGIN6 DE516N. <br />3. BOTTOM CHORD BRAGIN6: <br />a. THE BOTTOM CHORDS SHALL BE BRACED BY DIREGT-APPLIED 6.W.B. GEILIN6 <br />4. WEB MEMBER BRAGING: <br />THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEBS, VERTIGALS) THAT REQUIRE <br />LATERAL BRAGING/RE5TRAINT. <br />a. 'T' OR 'L' BRACE: <br />WHERE BRAGIN6 15 REQUIRED AS INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRACES (REFERENCE <br />BG51-B3 F16URE5 B3-18 d B3-Iq). SHOP APPLIED REINFORCEMENT PER BG51-133 FIGURES 153-22 4 BG-23 15 <br />ACCEPTABLE. <br />• 'T' 8 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEBNERTIGAL MEMBER. <br />• 'L' it 'T' REINFORGIN6 TO BE A MINIMUM OF q0% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. <br />• FASTEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ 16d GUN NAILS (0.1310 1/2") AT 6" O.G. <br />b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRUSSES ALI6N, CONTINUOUS ROW5 OF LATERAL <br />BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. <br />• CONTINUOUS ROW5 OF LATERAL BRAGIN6 SHALL CONSIST OF MINIMUM 2x4. ROW5 SHALL BE LAP SPLICED <br />ONE TRUSS BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 COMPRESSION WEB w/ (2) 16d <br />6UN NAILS (0.1310 1/2"). <br />• CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER I MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE <br />ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRUSSES CLOSEST TO EACH GABLE END <br />WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. <br />DIA6011AL BRACE NAILED TO OPPOSITE <br />PROVIDE (2) 16d NAILS A SIDE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYW000/056 <br />A ROOF SHEATHING <br />GONTIN. LATERAL BRAGIN6 <br />TO LAP ACROSS MIN. (1) <br />TRU55 BAY A5 5HOWN <br />2x 5TRON6BA6K <br />(NOT REQ'D FOR <br />STRUCTURE) <br />DIREGT-APPLIED <br />PLYWD/O5B <br />DIREGT-APPLIED <br />6WB GEILIN6 <br />5E6TION B-B <br />ALTERNATE MMM H*5T (3) OR MOA:_ 5"LAR Mr-SES ARE GROWW <br />0 <br />N <br />DIRECT -APPLIED <br />6WB GEILIN6 - <br />TYPICAL TRU55 ELEVATION <br />COMPRESSION WEB (SLOPING <br />OR VERTICAL) <br />COMPONENT � GLADDIN6 <br />PRE55URE ZONES <br />Gomponent5 a Gladding Wind Pressures <br />UP TO 140 MPH Wind Zone ExI2. B, Risk Gat. II <br />Enclosed, 0.18 Int. Pre55ure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE550RE50 <br />ZONE <br />PRE55URE50 <br />HT: 25 FT. <br />(P5F) <br />(P51F) <br />ROOF (HIP) <br />O <br />+14.11 <br />-26.6 <br />2r <br />+141 <br />-36.8 <br />20' TO 210 <br />2e <br />+14A <br />-36.8 <br />+14.11 <br />-36.8 <br />(D <br />+14.11 <br />-28.3 <br />2r <br />+14A <br />-45.1 <br />ROOF <br />2e <br />+14.q <br />-28.3 <br />3e <br />+14A <br />-45.1 <br />(GABLE) <br />200 TO 21• <br />2n <br />+14.11 <br />-45.1 <br />O <br />+141 <br />-53.6 <br />O <br />+21.2 <br />-22A <br />WALL5 <br />O <br />+21.2 <br />-28.3 <br />NOTE:Pre55ure5 charted here are allowable pre55ure5 and are <br />permitted to be converted per A5GE 1-I6 Section 2.4.1 to get <br />an equivalent ultimate load pre55ure. Divide allowable <br />pre55ure5 by a factor of 0.6 to obtain ultimate pre55ure5. <br />YalueS are based on worst case scenario of 10 p5f (eff. area). <br />Refer to notes on 5-0.0 for roof/wall nailing requirements. <br />spa;.- o ; a <br />sA <br />ffrlit, 9 E <br />� 2�:, IAA <br />© copyright : MULHERN & KULP <br />Structural Engineering, Inc. <br />CD <br />z <br />J� <br />w <br />w <br />Z <br />C� <br />Z <br />+ -J <br />Q <br />Z <br />cr U <br />F- <br />WWH <br />to <br />i -J <br />Q <br />Jz <br />W <br />0 <br />aa.. <br />Q (5 <br />L <br />mot' �- <br />C � <br />a� E <br />Q <br />0 <br />CD <br />mM <br />O N <br />CAM d <br />M&K project number: <br />068-19022 <br />CONTINUOUS LATERAL BRACE <br />project mgr: <br />ALTERNATE o (3) OR MORE <br />ADJACENT 51MILAR TRUSSES (SEE <br />drawn by. <br />INDIV. TRU55 SHOP DRAWINGS <br />issue ate; <br />FOR LOCATIONS) <br />2x 5TRON6BAGK MAY BE <br />REVISIONS: <br />INSTALLED FOR GONSTRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />date: <br />BOTTOM CHORD (NOT REQ'D FOR <br />5TRUGTURE) <br />02/22/22mos <br />ner <br />WEB MEMBER REQUIRIN6 <br />BRAGIN6 A5 INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRON6BAGK5 MAY BE <br />INSTALLED FOR 6ON5TRU6TABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQ'D FOR <br />STRUCTURE) <br />'L' OR 'T' BRAGIN6 <br />WE55 DE516NATED BY <br />TRU55 MANUF. <br />PERMANENT TRU55 <br />BRAG I NG PETA I L5 $ NOTES <br />SCALE: NONE <br />VIREGT APPLIED GEILIN6 <br />U) <br />1-1 <br />JSB <br />BC <br />09-21-21 <br />initial: <br />Dip, <br />LLJ <br />Q <br />o <br />° <br />J <br />O <br />'L <br />Q <br />[-' <br />z <br />U <br />0 <br />o U) <br />C� <br />z <br />J J <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REQU 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 />PBSSm 1 <br />