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a <br />a <br />PERMANENT ROOF TRU55 BRAGIN6 NOTE5: <br />(51N6LE FAMILY HOME OR TONINHOU5E GON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G.) <br />I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDIN6 COMPONENT SAFETY <br />INFORMATION (BG51) "61,1I0E TO 6001? PRACTICE FOR HANDLING, IN5TALLIN6, RESTRAINING 4 BRAGING OF <br />METAL PLATE CONNECTED WOOD TRU55E5," (2005 EDITION). <br />2. TOP CHORD BRAGIN6: <br />TOP GHORD5 5HALL BE BRAGED BY DIREGT-APPLIED PLYWOOD/0513 5HEATHIN6. <br />IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP <br />CHORD, CONTACT M4K FOR BRAGING DE516N. <br />3. BOTTOM CHORD BRAGIN6: <br />a. THE BOTTOM GHORD5 5HALL BE BRACED BY DIREGT-APPLIED 6.W.5. GEILIN6 <br />4. WEB MEMBER BRAGIN6: <br />THE TRU55 MANUFACTURER 5HALL INDICATE THE TRUE% MEMBER5 (WEBS, VERTIGALS) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. 'T' OR V BRACE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR V BRAGE5 (REFERENCE <br />BG51-133 F16URE5 63-IS 4 133-M). 5HOP APPLIED REINFORCEMENT PER 5G51-133 F16URE5 63-22 4 BG-23 15 <br />ACCEPTABLE. <br />• 'T' 4 V REINFORGIN6 MATERIAL 5HALL MATCH THE 51ZE OF THE NEB/VERTICAL MEMBER. <br />• V 4 'T' REINFORGING TO BE A MINIMUM OF 90% OF THE LEN6TH OF THE WEB/VERTIGAL MEMBER. <br />• FA5TEN 'L' OR 'T' REINFORGIN6 TO WEB/ /ERTIGAL W/ Ibd GUN NAIL5 (0.13lx3 I/2") AT 6" O.G. <br />b. GONTINUOU5 LATERAL BRAGING ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55ES AL16N, CONTINUOUS ROW5 OF LATERAL <br />BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRACES. <br />a CONTINUOUS ROW5 OF LATERAL BRAGIN6 5HALL GON515T OF MINIMUM 2x4. ROW5 5HALL BE LAP SPLICED <br />ONE TRL65 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOWRE55ION WEB W (2) Ibd <br />6UN NAILS (0.13lx3 1/2"). <br />• GONTINUOU5 LATERAL BRAGIN6 5HALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2" THICK NOMINAL <br />LUMBER 4 MINIMUM 5PF 'STUD' 6RADE MATERIAL). TH15 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE <br />ROW OF DIA60NAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRU55E5 GLO5E5T TO EACH GABLE END <br />WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. <br />PIA60NAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) Ibd NAILS 0 51DE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/0513 <br />A ROOF 5HEATHIN6 <br />GOMPRE5510N WEB (SLOPING <br />OR VERTICAL) <br />2e <br />O <br />J <br />COMPONENT � GLADDI N6 <br />PRESSURE ZONES <br />Gomponent5 � Gladding Wind Pre55ure5 <br />UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. II <br />Endo5ed, 0.18 Int. Pre55ure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE55URE5© <br />ZONE <br />PRE55URE50 <br />HT: 25 FT. <br />(P5E) <br />(F5E) <br />ROOF (HIP) <br />O <br />+141 <br />-26.6 <br />2r <br />+14.11 <br />-36.8 <br />200 TO 27° <br />2e <br />+14A <br />-36.8 <br />0 <br />+14.4 <br />-36.8 <br />+14A <br />-28.3 <br />0+14A <br />-45.1 <br />ROROOFOI <br />2e <br />+14A <br />-28.3 <br />3e <br />+14A <br />-45.1 <br />(GABLE) <br />20° TO 210 <br />2n <br />+14A <br />-45.1 <br />O <br />+141 <br />-53.6 <br />0 <br />+21.2 <br />-22A <br />WALLS <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 7-16 5ection 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 />Valuer, are bared on wor5t care 5cenario of 10 pr,f (eff. area). <br />Refer to notes on 5-0.0 for roof/wall nailing requirements. <br />seal: ��v% Fq,` N � . <br />P <br />������'•�°`NSF•• G , <br />p ; <br />:a: <br />OF •� <br />• S <br />.,�9 •., e off.•,.., <br />�Qp <br />© copyright : M1JC y�{�11M4 <br />Z <br />JLU <br />W <br />W <br />z <br />c <br />CD <br />rn <br />w <br />aQ,. <br />J <br />Q <br />rr <br />!r <br />Z= <br />A <br />it�/ U <br />� Q- <br />E <br />Cr_ <br />W <br />` 2 a� <br />•5 <br />T <br />m E <br />+ Q <br />J'= <br />D CD <br />o <br />Z <br />�in <br />-0 <br />y <br />2c�cgg <br />m <br />Lil <br />�h <br />o N <br />M a <br />M&K project number: <br />GONTINUOU5 LATERAL BRACE <br />068-2001 1 <br />ALTERNATE A (3) OR MORE <br />ro'ed m r: <br />P J 9 <br />drawn b Y <br />J S B <br />DJ R <br />........................................................................................................................... ADJACENT 51MILAR TRU55E5 (5EE <br />X IND1V . TRU55 5HOP DRANIN65 <br />FOR LOGATIONS) <br />AGK MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />issue date: <br />.. .. <br />1 1 2 1 <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQ'D FOR <br />STRUCTURE) <br />REVISIONS: <br />date: <br />Initial: <br />GONTIN. LATERAL BRAGIN6 <br />TO LAP AGRO55 MIN. (1) DIREGT-APPLIED <br />TRU55 BAY A5 SHOWN 6WB GEILIN6 <br />5EGTION B-B <br />ALT M-M METHOD WERE 0) OR HORS 61Mt M TRI -61 5 ARE 6WWW <br />WEB MEMBER REQUIRIN6 <br />B BRAGIN6 A5 INDICATED BY <br />--, TRU55 MANUFAGTURER <br />2x STRON6BAGK 2x 5TRON6BAGK5 MAY BE <br />(NOT REQb FOR IN5TALLED FOR GON5TRUGTABILITY <br />(NOTR QVRE) TO KEEP EVEN SPACING AT <br />BOTTOM CHORD (NOT REQ'D FOR <br />5TRUGTURE) <br />DIREGT-APPLIED <br />PLYWD/05B <br />DIREGT-APPLIED / �'L' OR 'T' BRAGIN6 A <br />6WB GEILIN6 W935 DE516NATED BY <br />TRU% MANUF. <br />TYPICAL TRU% ELEVATION <br />PERMANENT TRU55 <br />BRAG I NG VETAI L5 $ NOTE5 <br />SCALE: NODE <br />VIWT APPLIED GEILIN6 <br />LETTERED DETA I L5 ARE TYP I GAL FOR NUMBERED DETA I L5 ARE PLAN <br />TH 15 HOME 4 SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU I RED <br />ALL APPLICABLE AREA5. THESE WHERE 5PEG I F I GALLY I ND I GATED <br />DETAILS ,ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLAN5. <br />W o <br />� J LL <br />W <br />nW O z <br />a <br />I-' z <br />0 U <br />� C] J <br />sheet: <br />PBSBmil <br />