Laserfiche WebLink
..a f!•.. <br />C <br />PERMANENT ROOF TRU55 BRAGIN6 NOTES: <br />(51N6LE FAMILY HOME OR TOWNHOUSE GONSTRUGTION, WITH ROOF TRU55E5 5PAGE1? 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) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 d BRAGIN6 OF <br />METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). <br />2. TOP CHORD 13RAGIN6: <br />TOP GHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/056 5HEATHIN6. <br />• IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLINS FASTENED TOP <br />CHORD, CONTACT MW FOR BRACING DE516N. <br />3. BOTTOM CHORD BRACING: <br />a. THE BOTTOM GHORDS SHALL BE BRACED BY DIREGT-APPLIED G.W.B. GEILIN6 <br />4. WEB MEMBER BRAGIN6: <br />THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEBS, VERTIGALS) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRA►NT. <br />a. 'V OR 'L' BRAGE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRAGES (REFERENCE <br />BG51-133 F16URE5 133-18 d B3-19). SHOP APPLIED REINFORCEMENT PER BG51-63 F16URE5 53-22 d BG-23 15 <br />ACCEPTABLE. <br />• 'T' $ 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. <br />• 'L' $ 'T' REINFORGIN6 TO BE A MINIMUM OF qO% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. <br />• FASTEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ 16d GUN NAILS (0.13lx3 I/2") AT 6" O.G. <br />b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFISURED ROOF TRU55E5 AL16N, GONTINUOUS ROWS OF LATERAL <br />BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR T' BRAGES. <br />• GONTINUOUS ROWS OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROWS SHALL BE LAP SPLIGED <br />ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 COMPRESSION WEB w/ (2) ►bd <br />GUN NAILS (0.1310 1/2"). <br />• GONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER rE MINIMUM 5PF 'STUD' 6RADE MATERIAL). THIS BRAGIN6 15 TO BE GONTINUOUS. PROVIDE ONE <br />ROW OF DIAGONAL BRAGING AT VERTICAL WEB MEMBERS OF TRU55E5 GLO5E5T TO EACH GABLE END <br />WALL 4 ADDITIONAL DIAGONALS AT 20'-0" A5 REQUIRED. <br />DIA60NAL 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) DIREGT-APPLIED PLYWOOD/056 <br />A <br />I ROOF 5HEATHIN6 <br />GOMPRE55ION WEB (SLOPING <br />OR VERTICAL) <br />CONTINUOUS LATERAL BRACE <br />ALTERNATE o (3) OR MORE <br />.............. <br />ADJACENT 51MILAR TRU55E5 (5EE <br />INDIV. TRU55 SHOP DRAW N(55 <br />. <br />FOR LOGATIONS) <br />2x 5TRON66AGK MAY BE <br />INSTALLED FOR GONSTRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQ'D FOR <br />5TRUGTURE) <br />GONTIN. LATERAL BRAGIN6 <br />TO LAP AGR055 MIN. (1) <br />DIREGT-APPLIED <br />TRU55 BAY A5 SHOWN <br />6WB GEILIN6 <br />SEGTION B-B <br />ALTE MAM WHW ► HM (3) OR HOW 5"LAR TRUSSES ARE SROWW <br />WEB MEMBER REQUIRING <br />B <br />Z BRAGIN6 A5 INDICATED BY <br />�-, <br />TRU55 MANUFACTURER <br />2x 5TRON65AGK 2x 5TRON6BAGK5 MAY BE <br />(NOT REQ D FOR INSTALLED FOR GONSTRUGTABILITY <br />STRUCTURE) TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD MOT REQ'D FOR <br />STRUCTURE) <br />DIRECT -APPLIED <br />PLYWD/05B <br />DIREGT-APPLIED \-'L' OR 'T' BRACING A <br />6161113 GEILIN6 WEBS DE516NATED BY <br />TRU55 MANUR <br />TYPICAL TRU55 ELEVATION <br />PERMANENT TRU55 <br />BRAG I N6 PETA I L5 4 NOTES <br />J <br />�G4 <br />COMPONENT ff GLADDIN6 <br />PRE55URE 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 />PRE55URE50 <br />ZONE <br />PRE55URE5Q <br />HT: 25 FT. <br />(�F) <br />(F`5F) <br />ROOF (HIP) <br />O <br />+14A <br />-26.6 <br />2r <br />+14A <br />-36.8 <br />200 TO 210 <br />2e <br />+14.9 <br />-36.8 <br />0 <br />+14.61 <br />-36.8 <br />OI <br />+14.G <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 />O <br />+14.9 <br />-45.1 <br />O <br />+14A <br />-53.6 <br />O <br />+21.2 <br />-22A <br />WALLS <br />O5 <br />+21.2 <br />-28.3 <br />NOTE:Pre55ures charted here are allowable pressures and are <br />permitted to be converted per ASGE -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 p5f (off. area). <br />Refer to notes on 5-0.0 for roof/wall nailing requirements. <br />% <br />�� L'1 • • • ._ V� ��' <br />seal ' <br />r <br />:LU- <br />r E - of <br />© copyright ; MULHERN &4R71P' 30 Z021 <br />Structural Engineering, Inc. <br />CD <br />Z <br />J� <br />W <br />W <br />Z <br />c <br />CD <br />°' <br />.- <br />Z <br />W <br />J <br />Z= <br />.a <br />Q� <br />U <br />A <br />� 4 <br />W v� <br />G <br />•� j <br />M E <br />J r= <br />Q o <br />a <br />W <br />p <br />c <br />0 W <br />o <br />to <br />y <br />m L6 <br />W <br />OC <br />cc <br />fo n <br />7 <br />M&K project number: <br />068-2001 1 <br />project mgr: J s B <br />drawn by: BC <br />issue date: 09-20-21 <br />REVISIONS: <br />date: initial: <br />11/22/2021 DJR <br />WALE: NONE DIRECT APPLI® GEILIN6 t <br />ul <br />J <br />� T�T T <br />W Q <br />W Q <br />Q 0 0 <br />J <br />LL <br />2 <br />LLd <br />Ld <br />i V <br />0 d <br />0 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 REOU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE SPEG I F I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />sheet: <br />PBSBw 1 <br />